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Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below

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DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP

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lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(

MANAGEMENT-shy MAP

-

GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

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No E44D6 fft I j)rro

liiimiddotmiddottmiddot lj~ ~~ ~~

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~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER

400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

r

(

o C

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(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

o D ce Dc D a0 BORAWAND

DD 0 0

PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON

NoDJ

CC

1 ClDYANAR a

acaD CD

lc = - G2_~ (tf Ka dil Iltlidll)

EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

C5P Trans CoLid Kmiddot

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

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400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

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26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

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8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

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76000 t~m 12 110 - (ltrI wiR ~ ltlgt lI -tt) 2 ~~O

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2 76ooo t 38000lli3Rl ~ 1ZilI - 31fT ~en rffif111ltIff ~ ltI 5592000

mlshy 22800000

llta t OOlJlt 300000

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fltltRu1 II1lt1~ Glt ltPTgtf flgtTlf

mmo ~ Glt

1 w en 12 110 - (If lIiR ~mlITI ) 211010 76ooot 1248 G 298272 II ~ 17208000 2 3Rl jjfrj ~en qifWl 1ltIff ~ 76000 t ltI 38000 lit 5592000

11 - 22800000 I llta OOlJlt 300000

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Project P2319

rmiddot

r

bullbull

W1TiJi

1

2

3

4

5

6

7

I I

q-of Olnl XlftT gtFI q-of shy 2016-17 395200000

~ q-of - 2017-11B 288800000

~~-201B-19 139080000

ltglaquol Cff- 2019-20 66120000

~ qq shy 2020-21 22800000

fZ1 Cff shy 2021-22 22800000

Wltfli ~- 2022-23 22800000 ~7f - 957600000

Cj~~~6~~ara

i

-

Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below

bullbull

DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP

bull

bull

I ~

~ I

_ -----

29

07

I 1

142P

laquo~ J

(

) 1--~----~-

7 -7

P2319 -

bull bull 07

182P

01 bull

-

3

O B

I

-

lt1Xl ltt~ 1G- ra Jf~~ IJW ~lH ~ltj-Ul cpt

ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO

76000 -gO

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fj 1~1

If-- JRVf XRafUT Cfilltf lj Ilt q lampl

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3Ll (1 11 0 5ampI ~ 11-11lt1 01 3lt

(111 0 5amp1 11lt1l olglt

2016-17

115000

-- ------ - - shy

t

--~- -

7

bull bull bull bull bull

-DIVISION - NARAYANPUR RANGE BENOOR

REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf

Q-----shy--shy ---shyP2318

P23j9A

bull

RA~FFlCER 8eIfrtJ01

DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)

ltnaT wli45 q-cr ~Cl56IT

- 0

m~

jtf q 11 0S C1

q1 1 0S C1

tT 2319

155500 to 76000 to

Bffi G (Iq 0S

I ~1

1-J1cgtl fRafUT cnrltf fJlcQIC1

~ ~ Gfa1ur II 11 ulg

IJ~lll UI~F

2016- 17

115000

bull

lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(

MANAGEMENT-shy MAP

-

GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

bullbull ~~ r---=M~ =__=-~r====~~~~~--~

No E44D6 fft I j)rro

liiimiddotmiddottmiddot lj~ ~~ ~~

middotl ~~~ (=11 rCI 1

i ------l

~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER

400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

r

(

o C

bull Ibull

I I

J

C- - = C $gt ~

(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

o D ce Dc D a0 BORAWAND

DD 0 0

PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON

NoDJ

CC

1 ClDYANAR a

acaD CD

lc = - G2_~ (tf Ka dil Iltlidll)

EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

C5P Trans CoLid Kmiddot

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

- ~ -F ~~(qaOa

~

~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN

400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

cHlWg(li~

I RmUIlJ ltR ~mTll~

26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

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rmiddot

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Cj~~~6~~ara

i

-

Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below

bullbull

DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP

bull

bull

I ~

~ I

_ -----

29

07

I 1

142P

laquo~ J

(

) 1--~----~-

7 -7

P2319 -

bull bull 07

182P

01 bull

-

3

O B

I

-

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fj 1~1

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2016-17

115000

-- ------ - - shy

t

--~- -

7

bull bull bull bull bull

-DIVISION - NARAYANPUR RANGE BENOOR

REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf

Q-----shy--shy ---shyP2318

P23j9A

bull

RA~FFlCER 8eIfrtJ01

DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)

ltnaT wli45 q-cr ~Cl56IT

- 0

m~

jtf q 11 0S C1

q1 1 0S C1

tT 2319

155500 to 76000 to

Bffi G (Iq 0S

I ~1

1-J1cgtl fRafUT cnrltf fJlcQIC1

~ ~ Gfa1ur II 11 ulg

IJ~lll UI~F

2016- 17

115000

bull

lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(

MANAGEMENT-shy MAP

-

GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

bullbull ~~ r---=M~ =__=-~r====~~~~~--~

No E44D6 fft I j)rro

liiimiddotmiddottmiddot lj~ ~~ ~~

middotl ~~~ (=11 rCI 1

i ------l

~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER

400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

r

(

o C

bull Ibull

I I

J

C- - = C $gt ~

(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

o D ce Dc D a0 BORAWAND

DD 0 0

PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON

NoDJ

CC

1 ClDYANAR a

acaD CD

lc = - G2_~ (tf Ka dil Iltlidll)

EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

C5P Trans CoLid Kmiddot

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

- ~ -F ~~(qaOa

~

~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN

400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

cHlWg(li~

I RmUIlJ ltR ~mTll~

26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

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6 I ffltl~I]) ltlIJilt Wll ~ ltlfuI (14l1J7f RIl) om 497272 ltIfI 880 1Iltl41 43759900

7 ~~ fTRtI li ltlIJilt qJ fIIW1I RIl 73600 ltIfI 250 ITJ6GT 18400000

8 Rllft CPl -10 lIf1recl Wlq (cif~$ ~ 25 X 31m01j)0) (liqu] 91960qJll 71 57 11flt 1710523 It 129999700

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r ibull lttiT[ shy 395200000

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(7) ~~ Cf1f 2017shy 18

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~ lf1fIl 3192000

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2 8360~ 330 1Tflr 78870 It 5994100

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11 - 22800000 I llta OOlJlt 300000

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rmiddot

r

bullbull

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1

2

3

4

5

6

7

I I

q-of Olnl XlftT gtFI q-of shy 2016-17 395200000

~ q-of - 2017-11B 288800000

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ltglaquol Cff- 2019-20 66120000

~ qq shy 2020-21 22800000

fZ1 Cff shy 2021-22 22800000

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Cj~~~6~~ara

i

-

Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below

bullbull

DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP

bull

bull

I ~

~ I

_ -----

29

07

I 1

142P

laquo~ J

(

) 1--~----~-

7 -7

P2319 -

bull bull 07

182P

01 bull

-

3

O B

I

-

lt1Xl ltt~ 1G- ra Jf~~ IJW ~lH ~ltj-Ul cpt

ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO

76000 -gO

ImR lt11 lt1 C 0S

fj 1~1

If-- JRVf XRafUT Cfilltf lj Ilt q lampl

~ ~

3Ll (1 11 0 5ampI ~ 11-11lt1 01 3lt

(111 0 5amp1 11lt1l olglt

2016-17

115000

-- ------ - - shy

t

--~- -

7

bull bull bull bull bull

-DIVISION - NARAYANPUR RANGE BENOOR

REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf

Q-----shy--shy ---shyP2318

P23j9A

bull

RA~FFlCER 8eIfrtJ01

DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)

ltnaT wli45 q-cr ~Cl56IT

- 0

m~

jtf q 11 0S C1

q1 1 0S C1

tT 2319

155500 to 76000 to

Bffi G (Iq 0S

I ~1

1-J1cgtl fRafUT cnrltf fJlcQIC1

~ ~ Gfa1ur II 11 ulg

IJ~lll UI~F

2016- 17

115000

bull

lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(

MANAGEMENT-shy MAP

-

GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

bullbull ~~ r---=M~ =__=-~r====~~~~~--~

No E44D6 fft I j)rro

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~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER

400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

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(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

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PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON

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EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

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30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

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~

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26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

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-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

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400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

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Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

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OR ltlt lq~= jjfrj Wm gtffiiltl 1WlCllWll~ lti 60800 ~t76000 t4 -ft 441 55 00

~ 1ll shy 66120000

bull llta ~OOlJlt 870000

WO

1

2

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~ ~

76000 t~m 12 110 - (ltrI wiR ~ ltlgt lI -tt) 2 ~~O

76000 tOR ~ 1ZilI - 31fT ~en qfWT 1RKl ~

1P 4-

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bull (ilft

1lll shy

y Itt ~OOlJlt

Glt ltPTgtff~

298272l1~

38000 1I~

m

17208000

5592000

22800000

300000

lfIVl qrj 2021- 22 Glt ipTgtff~I j~ iiiTltII-do fimuI ~ m

Glt

1 76000 t 1248 fIG 298272 IIJ 17208000~en 12 110 (ql ~ ~ I ltlgt lII1I1l -tt ) 211ltvT0

2 76ooo t 38000lli3Rl ~ 1ZilI - 31fT ~en rffif111ltIff ~ ltI 5592000

mlshy 22800000

llta t OOlJlt 300000

r bull ~ qrj 2022- 23bull

fltltRu1 II1lt1~ Glt ltPTgtf flgtTlf

mmo ~ Glt

1 w en 12 110 - (If lIiR ~mlITI ) 211010 76ooot 1248 G 298272 II ~ 17208000 2 3Rl jjfrj ~en qifWl 1ltIff ~ 76000 t ltI 38000 lit 5592000

11 - 22800000 I llta OOlJlt 300000

~ l ~bullbull~Ild

Project P2319

rmiddot

r

bullbull

W1TiJi

1

2

3

4

5

6

7

I I

q-of Olnl XlftT gtFI q-of shy 2016-17 395200000

~ q-of - 2017-11B 288800000

~~-201B-19 139080000

ltglaquol Cff- 2019-20 66120000

~ qq shy 2020-21 22800000

fZ1 Cff shy 2021-22 22800000

Wltfli ~- 2022-23 22800000 ~7f - 957600000

Cj~~~6~~ara

i

-

Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below

bullbull

DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP

bull

bull

I ~

~ I

_ -----

29

07

I 1

142P

laquo~ J

(

) 1--~----~-

7 -7

P2319 -

bull bull 07

182P

01 bull

-

3

O B

I

-

lt1Xl ltt~ 1G- ra Jf~~ IJW ~lH ~ltj-Ul cpt

ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO

76000 -gO

ImR lt11 lt1 C 0S

fj 1~1

If-- JRVf XRafUT Cfilltf lj Ilt q lampl

~ ~

3Ll (1 11 0 5ampI ~ 11-11lt1 01 3lt

(111 0 5amp1 11lt1l olglt

2016-17

115000

-- ------ - - shy

t

--~- -

7

bull bull bull bull bull

-DIVISION - NARAYANPUR RANGE BENOOR

REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf

Q-----shy--shy ---shyP2318

P23j9A

bull

RA~FFlCER 8eIfrtJ01

DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)

ltnaT wli45 q-cr ~Cl56IT

- 0

m~

jtf q 11 0S C1

q1 1 0S C1

tT 2319

155500 to 76000 to

Bffi G (Iq 0S

I ~1

1-J1cgtl fRafUT cnrltf fJlcQIC1

~ ~ Gfa1ur II 11 ulg

IJ~lll UI~F

2016- 17

115000

bull

lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(

MANAGEMENT-shy MAP

-

GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

bullbull ~~ r---=M~ =__=-~r====~~~~~--~

No E44D6 fft I j)rro

liiimiddotmiddottmiddot lj~ ~~ ~~

middotl ~~~ (=11 rCI 1

i ------l

~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER

400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

r

(

o C

bull Ibull

I I

J

C- - = C $gt ~

(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

o D ce Dc D a0 BORAWAND

DD 0 0

PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON

NoDJ

CC

1 ClDYANAR a

acaD CD

lc = - G2_~ (tf Ka dil Iltlidll)

EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

C5P Trans CoLid Kmiddot

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

- ~ -F ~~(qaOa

~

~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN

400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

cHlWg(li~

I RmUIlJ ltR ~mTll~

26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

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llta t OOlJlt 300000

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11 - 22800000 I llta OOlJlt 300000

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7

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q-of Olnl XlftT gtFI q-of shy 2016-17 395200000

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ltglaquol Cff- 2019-20 66120000

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Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below

bullbull

DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP

bull

bull

I ~

~ I

_ -----

29

07

I 1

142P

laquo~ J

(

) 1--~----~-

7 -7

P2319 -

bull bull 07

182P

01 bull

-

3

O B

I

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lt1Xl ltt~ 1G- ra Jf~~ IJW ~lH ~ltj-Ul cpt

ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO

76000 -gO

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fj 1~1

If-- JRVf XRafUT Cfilltf lj Ilt q lampl

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3Ll (1 11 0 5ampI ~ 11-11lt1 01 3lt

(111 0 5amp1 11lt1l olglt

2016-17

115000

-- ------ - - shy

t

--~- -

7

bull bull bull bull bull

-DIVISION - NARAYANPUR RANGE BENOOR

REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf

Q-----shy--shy ---shyP2318

P23j9A

bull

RA~FFlCER 8eIfrtJ01

DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)

ltnaT wli45 q-cr ~Cl56IT

- 0

m~

jtf q 11 0S C1

q1 1 0S C1

tT 2319

155500 to 76000 to

Bffi G (Iq 0S

I ~1

1-J1cgtl fRafUT cnrltf fJlcQIC1

~ ~ Gfa1ur II 11 ulg

IJ~lll UI~F

2016- 17

115000

bull

lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(

MANAGEMENT-shy MAP

-

GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

bullbull ~~ r---=M~ =__=-~r====~~~~~--~

No E44D6 fft I j)rro

liiimiddotmiddottmiddot lj~ ~~ ~~

middotl ~~~ (=11 rCI 1

i ------l

~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER

400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

r

(

o C

bull Ibull

I I

J

C- - = C $gt ~

(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

o D ce Dc D a0 BORAWAND

DD 0 0

PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON

NoDJ

CC

1 ClDYANAR a

acaD CD

lc = - G2_~ (tf Ka dil Iltlidll)

EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

C5P Trans CoLid Kmiddot

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

- ~ -F ~~(qaOa

~

~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN

400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

cHlWg(li~

I RmUIlJ ltR ~mTll~

26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

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mlshy 22800000

llta t OOlJlt 300000

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fltltRu1 II1lt1~ Glt ltPTgtf flgtTlf

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1 w en 12 110 - (If lIiR ~mlITI ) 211010 76ooot 1248 G 298272 II ~ 17208000 2 3Rl jjfrj ~en qifWl 1ltIff ~ 76000 t ltI 38000 lit 5592000

11 - 22800000 I llta OOlJlt 300000

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rmiddot

r

bullbull

W1TiJi

1

2

3

4

5

6

7

I I

q-of Olnl XlftT gtFI q-of shy 2016-17 395200000

~ q-of - 2017-11B 288800000

~~-201B-19 139080000

ltglaquol Cff- 2019-20 66120000

~ qq shy 2020-21 22800000

fZ1 Cff shy 2021-22 22800000

Wltfli ~- 2022-23 22800000 ~7f - 957600000

Cj~~~6~~ara

i

-

Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below

bullbull

DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP

bull

bull

I ~

~ I

_ -----

29

07

I 1

142P

laquo~ J

(

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7 -7

P2319 -

bull bull 07

182P

01 bull

-

3

O B

I

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lt1Xl ltt~ 1G- ra Jf~~ IJW ~lH ~ltj-Ul cpt

ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO

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If-- JRVf XRafUT Cfilltf lj Ilt q lampl

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2016-17

115000

-- ------ - - shy

t

--~- -

7

bull bull bull bull bull

-DIVISION - NARAYANPUR RANGE BENOOR

REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf

Q-----shy--shy ---shyP2318

P23j9A

bull

RA~FFlCER 8eIfrtJ01

DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)

ltnaT wli45 q-cr ~Cl56IT

- 0

m~

jtf q 11 0S C1

q1 1 0S C1

tT 2319

155500 to 76000 to

Bffi G (Iq 0S

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1-J1cgtl fRafUT cnrltf fJlcQIC1

~ ~ Gfa1ur II 11 ulg

IJ~lll UI~F

2016- 17

115000

bull

lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(

MANAGEMENT-shy MAP

-

GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

bullbull ~~ r---=M~ =__=-~r====~~~~~--~

No E44D6 fft I j)rro

liiimiddotmiddottmiddot lj~ ~~ ~~

middotl ~~~ (=11 rCI 1

i ------l

~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER

400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

r

(

o C

bull Ibull

I I

J

C- - = C $gt ~

(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

o D ce Dc D a0 BORAWAND

DD 0 0

PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON

NoDJ

CC

1 ClDYANAR a

acaD CD

lc = - G2_~ (tf Ka dil Iltlidll)

EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

C5P Trans CoLid Kmiddot

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

- ~ -F ~~(qaOa

~

~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN

400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

cHlWg(li~

I RmUIlJ ltR ~mTll~

26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

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Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below

bullbull

DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP

bull

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-DIVISION - NARAYANPUR RANGE BENOOR

REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf

Q-----shy--shy ---shyP2318

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DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)

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lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(

MANAGEMENT-shy MAP

-

GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

bullbull ~~ r---=M~ =__=-~r====~~~~~--~

No E44D6 fft I j)rro

liiimiddotmiddottmiddot lj~ ~~ ~~

middotl ~~~ (=11 rCI 1

i ------l

~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER

400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

r

(

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bull Ibull

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C- - = C $gt ~

(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

o D ce Dc D a0 BORAWAND

DD 0 0

PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON

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lc = - G2_~ (tf Ka dil Iltlidll)

EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

C5P Trans CoLid Kmiddot

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

- ~ -F ~~(qaOa

~

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400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

cHlWg(li~

I RmUIlJ ltR ~mTll~

26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

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Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below

bullbull

DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP

bull

bull

I ~

~ I

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29

07

I 1

142P

laquo~ J

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7 -7

P2319 -

bull bull 07

182P

01 bull

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3

O B

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ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO

76000 -gO

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bull bull bull bull bull

-DIVISION - NARAYANPUR RANGE BENOOR

REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf

Q-----shy--shy ---shyP2318

P23j9A

bull

RA~FFlCER 8eIfrtJ01

DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)

ltnaT wli45 q-cr ~Cl56IT

- 0

m~

jtf q 11 0S C1

q1 1 0S C1

tT 2319

155500 to 76000 to

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bull

lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(

MANAGEMENT-shy MAP

-

GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

bullbull ~~ r---=M~ =__=-~r====~~~~~--~

No E44D6 fft I j)rro

liiimiddotmiddottmiddot lj~ ~~ ~~

middotl ~~~ (=11 rCI 1

i ------l

~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER

400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

r

(

o C

bull Ibull

I I

J

C- - = C $gt ~

(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

o D ce Dc D a0 BORAWAND

DD 0 0

PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON

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lc = - G2_~ (tf Ka dil Iltlidll)

EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

C5P Trans CoLid Kmiddot

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

- ~ -F ~~(qaOa

~

~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN

400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

cHlWg(li~

I RmUIlJ ltR ~mTll~

26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

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8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

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Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

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(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

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REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf

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MANAGEMENT-shy MAP

-

GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

bullbull ~~ r---=M~ =__=-~r====~~~~~--~

No E44D6 fft I j)rro

liiimiddotmiddottmiddot lj~ ~~ ~~

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~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER

400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

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C- - = C $gt ~

(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

o D ce Dc D a0 BORAWAND

DD 0 0

PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON

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EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

C5P Trans CoLid Kmiddot

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

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cHlWg(li~

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26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

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8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

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19deg41 11i X7- -l

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9deg41 2427

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Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

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EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

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(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 11: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

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-DIVISION - NARAYANPUR RANGE BENOOR

REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf

Q-----shy--shy ---shyP2318

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MANAGEMENT-shy MAP

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GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

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400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

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NAf~ A R AI Ford

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raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

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(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

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EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

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30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

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26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

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EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

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-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

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Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

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19deg41 11i X7- -l

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(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

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DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)

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GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

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DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

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Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

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fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

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bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

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30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

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U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

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26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

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EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

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-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

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Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

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Base Stfllion

1--1941 5682

1--19414055

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400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 13: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(

MANAGEMENT-shy MAP

-

GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

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400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

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raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

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(Er Kaclir Khall) EXECUTIVE ENGINEER

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bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

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EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

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30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

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26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

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Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

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400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 14: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

GOVT OJl 0-1HATI1SGARH UNDERTAKING

FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV

DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE

Submitted to

Chhattisgarh State Power Transmission Co Ltd Korba

Submitted By(~I - -Q I _ N K ENTERPRISES

2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)

100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr

~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

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The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

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Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

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fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

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I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

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30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

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U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

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26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

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EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

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-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

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400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 15: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V

D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE

U INTRODUCTlON

Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto

Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission

Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The

proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV

SIS Kondagaon

20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted

approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be

described as 7860 hectare area identified for plantation

r= - C7 e 0-(Er Kadir Klt~lI)

EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1

CSP TrailS Co Ltd I(allref

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

bullbull ~~ r---=M~ =__=-~r====~~~~~--~

No E44D6 fft I j)rro

liiimiddotmiddottmiddot lj~ ~~ ~~

middotl ~~~ (=11 rCI 1

i ------l

~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER

400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

r

(

o C

bull Ibull

I I

J

C- - = C $gt ~

(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

o D ce Dc D a0 BORAWAND

DD 0 0

PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON

NoDJ

CC

1 ClDYANAR a

acaD CD

lc = - G2_~ (tf Ka dil Iltlidll)

EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

C5P Trans CoLid Kmiddot

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

- ~ -F ~~(qaOa

~

~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN

400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

cHlWg(li~

I RmUIlJ ltR ~mTll~

26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 16: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below

r= ~ In RadII lin II

EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil

CSP fron lt r I ~ I(allker

s~rll I t IQUIglt ltR ~ 11lt IQOlgl

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

bullbull ~~ r---=M~ =__=-~r====~~~~~--~

No E44D6 fft I j)rro

liiimiddotmiddottmiddot lj~ ~~ ~~

middotl ~~~ (=11 rCI 1

i ------l

~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER

400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

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(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

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EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

C5P Trans CoLid Kmiddot

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

- ~ -F ~~(qaOa

~

~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN

400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

cHlWg(li~

I RmUIlJ ltR ~mTll~

26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 17: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The

TOllosllcct plot is given Igtelo

bullbull ~~ r---=M~ =__=-~r====~~~~~--~

No E44D6 fft I j)rro

liiimiddotmiddottmiddot lj~ ~~ ~~

middotl ~~~ (=11 rCI 1

i ------l

~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER

400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

r

(

o C

bull Ibull

I I

J

C- - = C $gt ~

(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

o D ce Dc D a0 BORAWAND

DD 0 0

PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON

NoDJ

CC

1 ClDYANAR a

acaD CD

lc = - G2_~ (tf Ka dil Iltlidll)

EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

C5P Trans CoLid Kmiddot

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

- ~ -F ~~(qaOa

~

~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN

400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

cHlWg(li~

I RmUIlJ ltR ~mTll~

26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 18: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

-

fdentification for COJllI)ensatory Forest Land in PF P2319

MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE

I -v J

PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION

I

NAf~ A R AI Ford

~ f j (ILL BORAWAND

raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha

r

(

o C

bull Ibull

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C- - = C $gt ~

(Er Kaclir Khall) EXECUTIVE ENGINEER

400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker

bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

o D ce Dc D a0 BORAWAND

DD 0 0

PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON

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acaD CD

lc = - G2_~ (tf Ka dil Iltlidll)

EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton

C5P Trans CoLid Kmiddot

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

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26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

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-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

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Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

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Base Stfllion

1--1941 5682

1--19414055

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(Er adr Khan) EXECUTIVE ENGINEER

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bull The Layout malgt of the compensatory fOlmiddotcst is here under

I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha

CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra

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30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

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U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

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Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

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26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

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EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

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Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

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Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

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400 lt11 CUIIlaquolUctiOIl (LINE) DIII

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(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 20: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location

accuracy as compare to hand GPS from 7 - 10m to 10 em

Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite

as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is

land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a

result the position displayed and logged to the data file of the roving GPS receiver is a differential

corrected posi tion

Another method for obtaining real - time differential correction data in the field is by US1l1g

geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference

stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network

control center which sends the information to a geostationary satellite for verification The verified

information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time

40 EQUlPMENTDEPLOYED

Specific Surveying equipment was used for fixing the control points all ground for Ihis project The

present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model

(Er Kadir Khan) EXECUTIVE ENGINEER

400 KV construction (UNE) Dlvn CSPo Trail sCi hI

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

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26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 21: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact

receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for

survey alLd colls lmctioll markets

The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS

LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions

especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy

amiability alld integrity needed forfrst lnd easy data collection

PRINCIPLbS OF OPERATION

Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a

requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global

Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be

applied

GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation

and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI

GNSS IlYIcking receiver on or near the earth sliljace

GPS The Global Positioning System maintained and operated by the United States Department

of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website

(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD

c= __ 0 1-gt

(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn

CSP Trans Co LId Kankcr ~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

- ~ -F ~~(qaOa

~

~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN

400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

cHlWg(li~

I RmUIlJ ltR ~mTll~

26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

FltjOseU

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 22: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components

SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are

equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital

information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)

CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data

incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the

satell ites transmit data properly

US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions

CALCULATING ABSOLUTE POSITIONS

When alculating an absolute position a stationay or moving receiver detennines its three shy

dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To

calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least

four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)

and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed

from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite

sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite

scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the

different time sca les used in these systems and to obtain an absolnte position

CALCULATING DIFFERENTIAL POSITIONS

DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more

remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers

relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that

can be classified according to the fo llowing clileria

The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase

differentiameasurements

Ifrea l - time or post-mission results are required Real-time applications can be further divided

according to the source ofdifferential data and colIl munication link used

l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER

400 K COW OivlI C SP JfJj

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

- ~ -F ~~(qaOa

~

~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN

400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

cHlWg(li~

I RmUIlJ ltR ~mTll~

26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

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-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

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8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

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~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

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(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 23: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier

50 ConciusiOlt

The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample

Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the

present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy

P23 I 9 is gi ven under

DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line

SN o

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

Point 10

61

PI

P2

P3

P4

P5

P6

P7

P8

P9

62

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude

(meter)

0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225

54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028

63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417

62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083

59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667

55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667

47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917

35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806

35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056

51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278

80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639

24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889

20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417

20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361

25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528

34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167

34485 5503017372 2178671144 812847905 194210287 8147997361 197028575

43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472

47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667

50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667

534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639

56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325

63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167

67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861

69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~

- ~ -F ~~(qaOa

~

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400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI

cHlWg(li~

I RmUIlJ ltR ~mTll~

26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

v

EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

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-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

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26 P24 68360 550061628 217897~ 053

27 P25 67010 5501046196 2179013 02~

28 P26 64544 5501471625 2179027023

29 P27 63106 5501657721 2179026 658

30 P28 60180 5501976036 2179018368

31 P29 55940 550247141 2179008763

32 P30 52626 5502840809 2178998289

33 1 31 48114 5503238061 2178973354

34 132 45188 5503511577 2178958 277

35 P33 40299 5503973524 217893263

36 P34shy 37489 5504277686 2178920012

37 P35 311416 5504596935 2178904226

38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525

9 P38 23534 55064446 2178847316

41 P39 23109 5506705422 217884125

42 P40 22936 5506937281 2178835323

43 P41 21727 5507231118 2178813344

44 P42 21261 5507515745 2178793874

45 P43 23780 5508060742 2178783616

46 P44 20945 550830668 2178701837

47 P45 25508 5508816245 2178697978

48 P46 25569 550887902 2178680177

49 P47 27405 550914049 2178640396

50 P48 28705 5509282288 2178624939

51 P49 28183 5509157256 2178547093

52 P50 28623 5508954521 2178479993

53 PSI 302 26 5508861042 2178434467

lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt

56 P54 42914 550872 5215 2178250365

57 P55 46398 5508375936 2178191501

58 P56 47520 5508350287 2178177997

59 P57 47394 5508133048 2178170297

60 P58 45482 5507916431 2178182683

61 P59 44427 550789583 2178193137

62 P60 42990 5507773791 2178204138

63 P61 42608 5507710194 2178206088

64 P62 42538 55076232 2178204137

65 P63 42647 5507496205 2178199467

66 P64 43763 5507299212 2178183396

67 P65 42091 5507162577 2178197775

81 2839686

81 2841167

81284263

812843269 -81 2844361

812846062

81284733

812848692

81284963

812851215

812852258

81 2853353

81 2856243

812857296

812859694

8129059

81291386

81292393

81293369

81 295 24

81 296076

81297 826

8129804

81298935

8129942

81298983

8129828

81297954

81297772

81 29774

81deg297 4 7

81296264

81296175

81295428

81294685

81294615

81294197

81293979

8129368

81293243

81292565

81292097

middot 19 4220163 8147769056 1970560083

194221427 8147810194 1970595194

194221878 8147850833 1970607722

194221865 8147868583 1970607361

1942 21592 8147898917 1970599778

1942 212 75 8147946167 1970590972

19 4220931 8147981389 1970581417

194220116 8148019222 1970558778

194219623 8148045278 1970545083

19 4218784 81 48089306 1970521778

19 4218371 8148118278 1970510306

19421 7855 8148148694 1970495972

194216708 8148228972 1970464111

194216251 8148258222 1970451417

1942 15 986 814 8324833 1970444056

194215786 8148349722 19704385

194215591 8148371833 1970433083

194214 874 8148399806 1970413167

194214 238 8148426917 19703955

19 4213 899 8148478889 1970386083

194211236 8148502111 1970312111

19 4211 i06 8148550722 19703085

19 4210526 8148556667 1970292389

19 42 923 8148581528 1970256389

19428725 8148595 1970242361

19426194 8148582861 1970172056

19424013 8148563333 1970111472

19 422533 8148554278 1970070361

19421206 8148549222 19700335

194158952 8148548333 1969970889

19deg4156 545 8148540833 1969904028

194154633 8148507333 1969850917

194154194 8148504861 19698 38722

19 4153946 8148484111 1969831833

19 4154351 8148463472 1969843083

19 4154 691 8148461528 1969852528

194155 05 8148449917 19698625

19 4155114 8148443861 1969864278

19 4155051 8148435556 1969862528

19 4154901 8148423417 1969858361

194154 38 8148404583 1969843889

19 41 54849 8148391583 1969856917 Ic== a - ~ I l

middot CJ ~ middot 3

1 (EI RaWI Rnall

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EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn

CSPo TrailS Co Ltd San~1 ~ t - t~

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-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

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8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 25: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556

69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528

71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167

72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225

73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639

74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694

76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125

77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528

78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985

79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056

1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889

84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275

85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361

86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056

87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639

88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955

89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504

90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667

91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111

92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444

93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056

94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333

95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -

lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy

24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833

98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194

99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806

100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944

101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222

102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695

103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222

104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925

105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056

106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681

107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028

108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722

~ r= - ~l Q~

(Er Iltadlr Khan) rXECUTVE ENGINEER

400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI

~

~ ~ qj ~ mml

~~f A

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

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bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 26: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

8

Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the

survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below

132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9

VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH

)JltJII 3 01 0175 81

94~29_54 -~----L---_1----------I--19422954

19deg421309

19deg41 11i X7- -l

190 41

9deg41 2427

81

19deg4 12427- -t----l----T-t~~__+---==-J

81

Base Stfllion

1--1941 5682

1--19414055

bullOGPS RoveI Point Rover Ray

-(FI K1(iir KI lIIj

EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn

CSP rtans Co WI KUllker

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 27: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

bull

~ _ ~ogtR - -shy

(L 7 Kadr Rhan) EXrCUTIVE ENGINEER

400 lt11 CUIIlaquolUctiOIl (LINE) DIII

cSP Trms Co Ltd Knllxcr

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor

Page 28: arm-u / i'tl CJ ttr%d) - forestsclearance.nic.inforestsclearance.nic.in/writereaddata/DivertedLand/... · 1 • ~fcpfllSf tCf) ~--s:m~)1fUT ;q) \JJ rt I ~I I t 1rt it 1'I!I. 3lj-.rr~

(Er adr Khan) EXECUTIVE ENGINEER

400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor