ANNEXURE I

ANNEXURE II

Reference Maps are adopted from various websites North Koel Reservoir Project in village Kutku, District Latehar, Jharkhand

ANNEXURE III

0 50 100 k.m.

AURANGABAD

ROHTAS

HAZARIBAGH

PATNA

GAYA

RANCHI

HAZARIBAGH

GAYA

DARBHANGA

MADHUBANI

PURNEA

SAHARSA

KATIHAR

MUZAFFARPUR

SAMASTIPUR

NALANDA

BHAGALPUR

MUNGER

GIDHAUR

AURANGABAD

VAISHALI

SARAN

SIWAN

GOPALGANJ

WEST

BENGAL

UTTAR

PRADESH

RANCHI

ROHTAS

WEST

CHANPATIA

EAST

CHANPATIA

Scale. NORTH KOEL RESERVOIR

MOHAMMADGANJ BARRAGE

NORTH KOEL RESERVOIR

MOHAMMADGANJ

BARRAGE

DHANBAD

GAJIPUR

DILDAR NAGAR

SON RIVER

GANGA RIVER

AURANGABAD

RANI GANJ

U.P.

BHOJ PUR

GAYA

BUDH

GAYA

MOHAMMADGANJ

CHATARPUR

CHAINPUR

PATNA

DALTANGANJ

SANTHAL PARGANA

ARRAH

BURUMU

BURUMU

HAZARIBAGH

MANASHU

GARU

CHATRA

HUNTUR GANJ

PUN

PUN

RIV

ER

SHAPURA

JHANABAD

PH

AL

UM

U R

IVE

R

SINGHBHU

LAMBA LONG

GHAGRA

KURU

RAMGARH

SON NAGAR

BHANDHUWA

KUMARIYA

NAWARWAS

JAPLA

IMMAM GANJ

HARIHAR GANJ

PISCA

BADA GAUN

AGHORA

JAPLA

GHURKI

PAAKI

PARAL

BHAWANATHPUR

HATKHORI

GARHWA

Scale.

" 0 20

NAGAR UNTARI

RAJHARA

KHACHARI

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ANNEXURE IV

GOGRA RIVER

DINAPURGANGES

RIVER

BUXAR DUMRAONARRAN

FATWA

BAKHTIWPUR

DHANWAN N.

BINAR

ISLAMPUR

IANANA BAD

MO

RH

AR

N.

PHAL

EU N

.PATNA

CANALARRAH

CANA

L

CANA

LB

ENEA

DU

MR

AO

ND

R.

CA

NA

L

CA

NA

LB

UXA

R

CH

SUSA

DR.

CANAL

EUR

AC

HA

UB

L D

R.

KARMANASA RIVER

JAM

UN

A N

. PANMAN N.

EAYANAWADA

RAIGIR

DHAD

HAN

N.

TILA

YIA

N.

DH

AN

RIE

N.

PAHARPURR.S.

ERAND

TRUNK ROAD

PUNPUN N.

EASTERN. HIGH

LEVEL CANAL

SONE

SONE NAGAR

DURGAWATIRESERVOIR

PROP. BARRAGE

DEHRIDAM

BANJARI

ROHTAS

SHAEHUA

DURGAAWATI N.

SUA

RA

N.

SONE RIVER NORTH KOELHIGH LEVEL

CANALBA

TAN

A N

.

ESH

AR

N.

LUA

JAN

N.

PROP. DAM

SATANERESERVOIR

MOHAMMALPICKU RIVER

BANKI N.

GARWA

ARRAI N.

LARAJRESERVOIR

TELHIN N.

BAEALTA N.

NATHU N

.

DELTONEANJ

AMANAT R.

KAJRI

SADADANA N.UNUON N

.

AMANATRESERVOIR

CHAKO N.

HAZARI BAGH

KUMAL N.

DAMODAR RIVER

LATEHAR

BURTI N.

FATAM N.KARNAT N.

TOTTA N.AURKHGARESERVOIR

LATEHARR.S.P

PROP.DAMNORTH KOELRESERVOIR

GARU

LOHARBAD

45°30°

26°

15 ° 085° 15° 30° 45°015 °45 °30 ° 85°

45°

30°

15°

25°

0

45°

30°

15°

24°

0

45°

30°

COST OF REMODELING WORKS ------------------ 260.48 LAKH

SONE REMODELLING WORKSUNIT - I

SALIENT FEATURES

AREA UNDER IRRIGATION AFTER REMODELING

(i)

(ii)

KHARIF ----- 7.5 LAKH ACRESRABI -- ----6.5 " "

HOT WEATHER ------1.0 " "

SONE BARRAGE & APPURTENANT WORKSUNIT -IIDESIGN DISCHARGE FOR THE BARRAGE ------------- 14,50,000 CUSECS.(i)

LENGTH OF BARRAGE BETWEEN ABUTMENTS ----- 4,616 FT.(ii)

F.S DISCHARGE FOR RIGHT BANK LINE CANAL ------ 4,200 CUSECS.(iii)

F.S DISCHARGE FOR LEFT BANK LINK CANAL ------ 7,765 " "(iv)

LENGTH OF RIGHT BANK LINK CANAL ------ 6.5 MILES.(v)LENGTH OF LEFT BANK LINK CANAL ------ 7 MILES.(vi)COST OF SONE BARRAGE & APPURTENANT WORKS----15.53 CRORES.(vii)

SONE HIGH LEVEL CANALSWESTERN HIGH LEVEL CANAL

UNIT -III

F.S .DISCHARGE IN HEAD ----------1480 CUSECS.(i)

LENGTH OF MAIN CANAL ----------151.2 MILES.(ii)C.C.A ----------2.03 LAKH ACRES.(iii)C.C.A ----------1.41 " "(iv)

ESTIMATED COST ---------- RS. 4.43 CRORES.(v)

EASTERN HIGH LEVEL CANALF.S. DISCHARGE AT HEAD ------ 1309 CUSECS.(i)

LENGTH OF MAIN CANAL ------ 51.2 MILES.(ii)

G.C.A. ------ 2.29 LAKH ACRES.(iii)

C.C.A. ------ 1,60,300 ACRES.(iv)ESTIMATED COST ------ 4,41 CRORES(v)

DURGAWATI SCHEMECATCHMENTS AREA --------242 SQ.MILES.(i)

PEAK DISCHARGE --------1,50,000 CUSECS.(ii)LENGTH OF EARTH DAM AT CREST ------- 5,000FT.(iii)

CREST OF DAM ------- R.L. 430.00.(iv)

LOWEST BED OF THE RIVER ------- R.L. 289.37.(v)

MAXM HEIGHT OF THE DAM ------- 143.0(vi)

LIVE STORAGE ------- 1,12,000 ACRE FT.(vii)

TOTAL KHARIF AREA ------- 10,00,000 ACRE(viii)

RAM AREA ------- 10,000 ACRES.(ix)

COSR OF PROJECT -(x) (1) STORAGE SYSTEM ----- RS. LAKH

(2) SISTRBUTION SYSTEM ----- RS. 350 LAKHINCIDENCE OF COST PER ACRE KHARIF AREA RS. 1,046/-(xi)

INCIDENCE OF COST PER ACRE KHARIF AREA RS. 951/-(xii)

BATANE SCHEMECATCHMENT AREA -----65.50 MILES.(i)

PEAK DISCHARGE ----- 72,000 CUSECS.(ii)

LOWEST RIVER BED----- R.L.696.53(iii)

CREST OF DAM-----R.L. 774.50(iV)

STPRAGE-----45,6000 ACRE FT.(V)

LENGTH OF DAM AT CREST -----8,600 FT..(Vi)

HIGHT OF EARTH DAM -----55,0 FT...(Vii)

KHARIF AREA -----35,400 ACRES..(Viii)

RABI AREA -----10,000 ACRES.(ix)

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Date 22.07.2015Manoj Kumar Singh, GIS Expert

ANNEXURE V

ANNEXURE VI

ANNEXURE VII

32

20

24

53

40

4142

43

21

22

37

50

51

39

38

36

48 47

46

44

45

5657

29

1

7

8

2

3

4

5

52

9

28

14

12

55

54

9

49

10

23

16

17

27

33

25

26

34

31

30

1513

18

19

11

77

75

74

77

67 66

6569

6362

60

59

58

61

6870

73

71

72

76

SCALE- 1' = 330

GOVT. OF BIHAR

IRRIGATION & ELECTRICITY

CONST.PLANT LAYOUT FOR

NORTH KOEL DAM.

SUPT- ENGR

EXE-ENGINEER

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

PERMANENT COLONY

HOSPITAL

SC

HO

OL

INDEX

Road from stone quarry to batching plant

Road from borrow area to dam site

Trolley Line

Workshop & Machine yard.

Pipe Line for water supply

Store

Magazine house

Compressor house

Sand quarry

Stone quarry

P.O.L.

OFFICE

BUILDING

MAGAZINE HOUSE

POWER HOUSE

P.O.I .

CEMENT

F .T

YP

E Q

UA

TE

RG .T

YP

E

SAND

QUARRY

FIELD WORKSHOP

WATER PIPE LINE

WATERTANK

STAND PIPE

ROAD FROM QUARRY

STONES FROM

QUARRY

WO

RK

SH

OP

MA

CH

INE

YA

RD

REST SHED

BORROW EARTH

PROPOSED D/S BRIDGE SITE

EARTH DAMSPILL W

AY

DAM

ROAD TO STONE QUARRY

B O R

R O

W

A R

E A

452

451

454

419

SA

ND

SAN

D

SD

WEIGHT BRIDGE

BATCHING PLANTLOCO SHED

BATCHLER

MIXER

SAND STACK

SCREEN

CRUSHERS

CARPENTARY

SHOP

FIELD WORK SHOP

COMP. HOUSE

STACK YARD

FOR

SPILLWAY

TOE

LINE

OFDAM

450

500

KO

EL

RIV

ER

HA

UL

PA

TH

HEEL L

INE

AXIS

HA

UL

PA

TH

DIV

ER

SIO

N R

OA

D

HA

UL

P

AT

HF

RO

M B

OR

RO

WA

RE

A T

O D

AM

TR

OL

LE

Y L

INE

TEMP.E. TYPEQUATER

TEMP.D. TYPEQUATER

TO

BO

RR

OW

AR

EA

TO

SE

ND

QU

AR

RY

TO

KI

CEMENT

STORE

RO

AD

FR

OM

MA

CH

INE

YA

RD

TO

DA

M

SIT

E

RO

UN

D

ABOUT

DO

RM

ILT

OR

Y

MANDAL STONEQUARRY

2 KM. FROMROUND ABOUT

MANDALSTONEQUARRY1 KM FROMROUND ABOUT

AJGARWA STONE

QUARRY7 KM FROMROUND ABOUT

LA

T M

IRA

L R

OA

D

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Date 23.07.2015Pradeep Raturi, GIS Expert

ANNEXURE VIII

ANNEXURE IX

.-L'a-+

I t

tt

tj

4iF'q5 mi6ftd ce<nl

at1

NON OVER FLOW SPILLWAY 3 DATS EACG IF 15000+0 PIERS OF 3500 EACH 153000 NON OVER FLOW

RIGHT BANKLEFT BANK (Top of dam) 1372.00

UPSTREAM ELEVATION

Acceptable foundation gatade

EI.357.00

EI.351.50

EI.339.00

EI.334.50

EI.329.50EI.324.50

EI.320.0EI.316.50

EI.313.50EI.310.50

Construction sluice2 Nos. 2500*3000

EI.303.00

EI.314.50

EI.326.00

EI.336.50 EI.339.50EI.340.50

7500

332.00

EI.350.59 18500 18500 18500creste/.352.2818500

7500

EI.348.74EI.346.74

Non - Over Flow

RIGHT BANKEl.37800 (Tentative) Top of parapet wall 373.00

Spillway 163000 Non - Over Flow

Top of dam 372.00

Elevator shart3000X3000

Cote Wall

El.340.50El.339.50 El.336.50

17 16 15

14 13

Training Wall7500

1211 10 9 8 7 6 5 4

32 1 c 1 b 1 a

El.3331.5718500 18500 crest El. 352.28

7500

Backet inrert level 308.50

El.303.00 Acceptable Foundation grade

DOWNSTREAM ELEVATION

El.315.97

El.311.171

El.318.790

El.310.50El.313.50

El.310.00El.316.50

El.324.50

El.329.50

El.334.50

El.339.50

El.351.50

El.357.00

El.367.80

El.359.28El.356.28

r P 343.15El.338.74

Training Wall

El.319.71

Top of gateEl.367.78

275 2750 0

1a

1b1c 2

3

4 5 6 7 89 10 11 12 13

14

15 16 NSL

2750275027502750

27502750

Low level sluice 2000X3000

NOTES :-

The elevation and chainage are in meters.Dimensions of elevationshall are tentativeShape of pier is tentativeFoundation grade levels are decided on the basis of drillhole date given in the project vide drawing no "The levelsare tentative and shall be Finalized based on actualexcavation. It should be ensured that Foundation gradelevels are at least one meter below the sound rock levels.

Earth dam details are not shown.

1.2.

4.3.

5.Gate details are tentative and are subject toconfirmation by gate dte.The details of irrigation sluices shown in the upstream and down stream elevation are trntative.

6.

7.

Core wall detail are tentative.8.Width of block No - 10. to be adjusted at site tosuite abutment rock profile.

9.

REVISION NOTE ;-

Renumbering at the blocks has been done asrequested by the project authorities vide theirletter no 2331dt 28th sept 30.

1.

Location at irrigation sluices revised and lowlevel sluices provided in block No 5,7.

2.

REFERENCE DRAWINGS ;-

Maximum sections --------Drg. No. NRK. 220-C-30011.Plan--------------- Drg. No. NRK. 2220-C-30012.

SCALE ;-5 0 5 10 15 20 25 50 meters

GOVERNMENT OF INDIACENTRAL WATER COMMISSION

NORTH KOEL RESERVOIR PROJECT KUTKU DAMUPSTREAM AND DOWNSTREAM ELEVATION

DSGN sd'

DRAWN sd'

CHKD.

INSP.

SUBM. sd'.

RECM. sd'.

APPD. sd'.

FILE NOC.M.D.D.DTE NEW DELHI DRG. NO

NRK. 2220-6-2003

TRUE COPY

TRACED E.E

S.E.CHECKED

MANDAE SEP .00 NORTH KOEL CONSTRETDG MANDAL PALAMBU 274/80

(See revision note)Irrigation Sluice 4 Nos

Size 2000X3000

2

See revision note

Cote Wall

Top of parapet wall 373.00

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1

2

2

For EIA Purpose onlyDate 16.07.2015Manoj Kumar Singh, GIS Expert

ANNEXURE X