( prepared from satellite image interpretation ...maps.wbphed.gov.in/hgm/hgm_pdf/gwm78b3.pdfothe r i...

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MAP SHEET NO. 78B/3 EEE EEE E EE EE E E EE EE E E EE EEE EEE EE EE E EE E EEEE EEEE EEEE E EE EE EEEEEEE EE EEEEEEE EE EEEEEEE EE EEEEEEE EE EEEEEE EE EEEEEE E E EE EE EE EE EE E E E EEE EEE EEE EEE EEE EEE EEE EEE EEE EEEEE EEEEE E EEEE E EEEE E EEEE E EEEE E EEEE EE EE EE EE E EEE E EEE E EEE EE E E E E EEE EE EEE EE EE E E E EEEE EEEE EE EE EE EE EE E EE E EEEEEE E EEEEEE E EEEEEE E EEEEEE E EEEEEE E EE EE E E EE EE EE EE E E EE EE E EE E EE EE EE EE E E E E E EE E EE E EE E EE E EE E E E E EEEEEEE EE EEEEEEE EEEE EE EEEEEEEE EEE EE EEEEEEEE EEE EE EEEEEEEE EEE EE EEEEEEEE EEE EE EEEEEEEE EEE EE EEEEEEEE EEE EE EEEEEEEE EEE EEE EEEEEEE EEE EEE EEEEEEEE EE EEEE EEEE EEEE EEEE EEE EEE EEE EEE EEE E E E E E EE EE E EEEEE E EEEEE E EEEEE E EEEEE EE EEEE EE EE EE EE EEE EEEEEE EEE EEEEEE EEE EEEEEE EEE EEEEEE EEE EEEEEE EEE EEEEEE EEE EEEEEE EEEE EEEEE EE EE EE E EE EE EE EE EE EEEEE EEE EEEE EEE EEEE EEE EEEE EEE EEEE EEE EEEE E EE EE EEE EEE EEE EEE EEE EEE EEE EEE " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " ª ! " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " APY113 APY113 APY113 APY113 APY113 2/56 Bualigachh Paragachhi Totagachh Gosaingachh Badlakata Bidhannagar Hiragachh Jaggannathpur Nankabhita Bhuriakhali Muraligachh Daimukata Anharugachh Phatangagachh Maligachh Phaudanigachh Dangapara Lahugachh Kachubari Malahagachh Mandilajhar Ghughujhora Kalchandas Lahugachh Surhigachh Dhakpara Kaligachh Malgachh GROUND WATER PROSPECTS MAP ( PREPARED FROM SATELLITE IMAGE INTERPRETATION WITH LIMITED FIELD CHECKS ) SCALE - 1 : 50,000 DARJEELING & UTTAR DINAJPUR DISTRICTS, WEST BENGAL Designed & Developed by Hydrogeology Division, NRSC, ISRO NRSC (ISRO), DEPT. OF SPACE, GOVT. OF INDIA C C 0 1 2 3 4 5 Kilometers © S12 P1 DATA USED : IRS - P6 LISS III FCC dated February 2009,March 2009 & Nov 2011, GROUND TRUTH & WELL OBSERVATION during February-March 2011, Published GSI & SOI maps. D a u k N ad i M a ha n a nd a R i v e r P2 S h a u g a o n F o r m a t i o n / P r e s e n t D a y D e p o s i t s NH 3 1 F P 11 1 C M 1 1 1 A C 1 3 OL111 PB1 1 1 BB1 1 1 L E G E N D ( HYDROGEOMORPHIC UNIT ) REPRESENTED IN THE MAP WITH ALPHANUMERIC CODE ( COLOUR INDICATES YIELD RANGE AND HATCHING INDICATE DEPTH RANGE) GEOLOGICAL SEQUENCE / ROCK TYPE MAP UNIT GEOMORPHIC UNIT / LANDFORM ( REPRESENTED IN THE MAP WITH ALPHABETIC CODE ) DEPTH TO WATER LEVEL DEPTH RANGE OF WELLS ( SUGGESTED ) MIN - MAX ( IN METERS ) QUALITY OF WATER POTABLE (P) NON - POTABLE (NP) ( INDICATE REASONS IF NON POTABLE ) GROUND WATER IRRIGATED AREA ( APPROX . RANGE IN PERCENTAGE ) G R O U N D W A T E R P R O S P E C T S These are fault / fracture zones, which generally act as conduits for movement of ground water in hard rocks. Along these zones, the yields are significantly higher and wells are likely to be sustainable for longer duration. However, the inferred fractures need to be confirmed by detailed ground surveys. N.B.-The depth range and yield range of wells may vary within the unit because of certain inhomogeneities. Fractures/Lineaments which are clearly observed / inferred from the satellite image are indicated on the map. There could be some obscured fractures which also influence the ground water prospects. Locations of the recharge structures shown in the map are tentative. This map is useful for narrowing down the target zones,and exact location on the ground for wells and recharge structures should be identified based on follow-up ground hydrogeological/geophysical surveys. F F D D D D Q Q Q Q These are dykes, quartz reefs and pegmatite veins, which generally act as barriers for ground water movement. P P P P ( REPRESENTED IN THE MAP WITH NUMERIC CODE ) YIELD RANGE OF WELLS ( EXPECTED ) ( in LPM or m / day) 3 RECHARGE CONDITIONS BASED ON AVAILABILITY OF WATER ( RAINFALL & OTHER SOURCES ) RECHARGE STRUCTURES SUITABLE & PRIORITY = PERCOLATION TANK = CHECK DAM = NALA BUND = RECHARGE WELL = DESILTING OF TANK = RECHARGE PIT = SUBSURFACE DYKE = RECHARGE SHAFT = STORAGE TANK = SOIL CONSERVATION MEASURES PT CD NB RW DT RP SD RS ST SCM R E M A R K S ( PROBLEMS / LIMITATIONS ) AQUIFER MATERIAL LS PR FIR FR WR / WM IR = LOOSE SEDIMENTS = PERMEABLE ROCK = FISSURED ROCK = FRACTURED ROCK = WEATHERED ROCK / WEATHERED MATERIAL = IMPERIVIOUS ROCK TYPE OF WELLS SUITABLE HOMOGENEITY IN THE UNIT & SUCCESS RATE OF WELLS VERY HIGH HIGH MODERATE LOW ( PROBABILITY ) DW RW BW TW DBW / DTW = DUG WELL = RING WELL = BORE WELL = TUBE WELL = DUG CUM-BORE WELL / DUG CUM-TUBE WELL PRE / POST- MONSOON (AVERAGE IN METERS) NO. OF WELLS OBSERVED 20 Nil Excellent Alluvium (Sand Dominant) (111) Braid Bar (BB) LS 5- 10 m 400- 500LPM P Highly productive shallow aquifer with good recharge from the river base flow. TW Very High BB111 Not Required AC13 Alluvium (Sand and Silt) (113) Alluvial Plain Younger (APY) Good LS 25-30 m 200- 250 LPM High Not Required RW TW Highly productive aquifer at shallow depth with good recharge. P APY113 1 4 / 1 (Present Day) Malda/Jalpaiguri/Ganga- KoshiFormation (Early - Late Holocene) Point Bar (PB) No Well Observed Very Good LS RW TW 5-10 m 300-400 LPM Very High P Not Required Groundwater prospects very high with high recharge potential. Recharge structures not required. Nil PB111 No Well Observed Nil OL111 20-30 m Oxbow Lake (OL) Good LS 200-300 LPM Moderate P Though occur as waterbodies, but highly productive aquifer occurs at depth. Not Required TW No Well Observed CM111 Nil Cut-off Meander (CM) Good LS 10-20m 300- 400 LPM P Highly productive shallow aquifers with good recharge from the river base flow. High Not Required RW TW No Well Observed Flood Plain (FP) Very Good LS RW Very High Potable water available at shallow depth. <30 m 250-350 LPM P Not Required No Well Observed Nil FP111 Nil 250 - 300 LPM Alluvium (Sand,Silt & Clay) (13) Abandoned Channel (AC) Excellent to Very Good LS 10-15 m P Highly productive shallow depth aquifers with good recharge from base flow. Very High Not Required RW TW No Well Observed " " " " " " " " " " " " " " " " " 15/70 15/70 HYDROLOGICAL INFORMATION DESCRIPTION SYMBOL CANAL / TANK IRRIGATED AREA GROUND WATER IRRIGATED AREA EEE EEE RECHARGE STRUCTURES SUGGESTED WELLS OBSERVED DURING FIELD VISIT 3 Colour inside well symbol indicates yield range. The figures on the top right hand side of well indicate the depth to water level and depth of well in meters DUG - CUM- BORE WELL HAND PUMP WELL ! ( D ! RIVER / STREAM (with sand) WATER BODY / SPRING « ! E CANAL NALA BUND DESILTING OF TANK § ! SUBSURFACE DYKE SOIL CONSERVATION MEASURES ! ! ! STORAGE TANK ´ YIELD RANGE IN LPM BORE / TUBE WELL DUG WELL / RING WELL > 800 LPM 400 - 800 LPM 200 - 400 LPM 100 - 200 LPM 50 - 100 LPM 30 - 50 LPM 20 - 30 LPM ª Ç ª ! ª ! ª ! ª Ç ! ( ! ( ! ( ! ( ! ( ! ( ! ( 10 - 20 LPM < 10 LPM ! ( ! ( RECHARGE WELL ! ( E RECHARGE SHAFT I 15/70 100 - 200 m / day 3 YIELD RANGE IN m / day 15/70 15/70 8/15 8/15 8/15 8/15 8/15 8/15 8/15 8/15 8/15 PERCOLATION TANK CHECK DAM RECHARGE PIT ^ @ ¼ 800 RAIN GUAGE STATION ( With average annual rainfall in mm ) !!! !! ARTESIAN WELL W ! F OBSERVATION WELL OF G.W DEPT. / C.G.W.B. ü ! ( BASE MAP INFORMATION SYMBOL DESCRIPTION STATE HIGHWAY METALLED ROAD BOUNDARY : OTHER ROAD RAILWAY " " CITY / VILLAGE HABITATIONS : NON - COVERED (NC) PARTIALLY COVERED (PC) GROUND WATER PROSPECTS INFORMATION YIELD RANGE OF WELLS COLOUR CODE DEPTH RANGE OF WELLS SHALLOW MODERATE DEEP < 30 METERS 30 - 80 METERS > 80 METERS > 800 LPM Prospects limited to valley portions only (Hills, Plateaus etc.) Run-off zone/ Barrier for G.W. movement VIOLET RED 400 - 800 LPM INDIGO 200 - 400 LPM BLUE 100 - 200 LPM GREEN 50 - 100 LPM YELLOW 30 - 50 LPM ORANGE 20 - 30 LPM 10 - 20 LPM BROWN PINK < 5 m / day 3 200 - 400 m / day 3 3 > 400 m / day 3 50 - 100 m / day 25 - 50 m / day 3 15 - 25 m / day 3 10 - 15 m / day 3 5 - 10 m / day 3 ª ! 15/70 ª Ç 15/70 ª ! 15/70 ª ! 15/70 Lithologic contacts are inferred at places & Geomorphic boundaries are gradational DIPS BEDDING SCHISTOSITY/ FOLIATION GENTLE ( < 15 ) MODERATE ( 15 - 45 ) STEEP ( 45 - 80 ) SUB - VERTICAL TO VERTICAL ( > 80 ) o ANTICLINE / ANTIFORM SYNCLINE / SYNFORM Ö c Ü TREND LINE ESCARPMENT LITHOLOGY / GEOMORPHIC UNIT BOUNDARY FAULT MINOR MAJOR F F F F FRACTURE / LINEAMENT FRACTURE / LINEAMENT ( Inferred ) DYKE ( Confirmed / Inferred) ( Confirmed / Inferred) ( Confirmed / Inferred) QUARTZ REEF PEGMATITIE VEIN D D / D D Q Q Q P P P Q / P / STRUCTURAL INFORMATION o o THRUST T T T T SHEAR ZONE ( Confirmed / Inferred) S S /S S NATIONAL HIGHWAY LOCATION INFORMATION BLOCK INDEX MAPSHEET INDEX DISTRICT INDEX (Inselberg / Ridge / Dyke etc.) 78B8 78B4 78B7 78B3 78B6 78B2 72N16 72N15 72N14 SPONSORED BY PARTICIPATING ORGANIZATIONS PREPARED BY TECHNICAL GUIDANCE & QUALITY CHECK METHODOLOGY & PROJECT EXECUTION INDIAN SPACE RESEARCH ORGANISATION (ISRO) DEPT. OF SPACE, GOVT. OF INDIA BALANAGAR, HYDERABAD - 500 625 NATIONAL REMOTE SENSING CENTRE NATIONAL REMOTE SENSING CENTRE INDIAN SPACE RESEARCH ORGANISATION (ISRO) DEPT. OF SPACE, GOVT. OF INDIA BALANAGAR, HYDERABAD - 500 625 PHED, GOVT. OF WEST BENGAL GEOINFORMATICS & REMOTE SENSING CELL W.B. STATE COUNCIL OF SCIENCE AND TECHNOLOGY,GOWB STATE WATER INVESTIGATION DIRECTORATE, GOWB OTHER INFORMATION Rainfall : 1857 mm Nearest Rain gauge Station : Raiganj (Source IMD) S12 - PHANSIDEWA P1 - CHOPRA P2 - ISLAMPUR S12 P1 P2 SH NH - 31 ) ¢ ) " RAJIV GANDHI NATIONAL DRINKING WATER MISSION (PHASE IV) DEPARTMENT OF DRINKING WATER SUPPLY (DDWS) MINISTRY OF DRINKING WATER AND SANITATION(MDWS) GOVERNMENT OF INDIA NEW DELHI STATE INDEX INDIA WEST BENGAL N O P Q R S M S-DARJEELING R-JALPAIGURI Q-KOCH BIHAR P-UTTAR DINAJPUR O-DAKSHIN DINAJPUR N-MALDA M-MURSHIDABAD " " " " STATE DISTRICT BLOCK INTERNATIONAL B I H A R GEOINFORMATICS & REMOTE SENSING CELL W.B. STATE COUNCIL OF SCIENCE AND TECHNOLOGY DEPARTMENT OF SCIENCE AND TECHNOLOGY GOVERNMENT OF WEST BENGAL 4TH FLOOR, BIKASH BHAVAN SALT LAKE, KOLKATA 700 091

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Page 1: ( PREPARED FROM SATELLITE IMAGE INTERPRETATION ...maps.wbphed.gov.in/hgm/hgm_pdf/gwm78b3.pdfOTHE R I NF MA Rainfall : 1857 mm Nearest Rain gauge Station : Raiganj (Source IMD) S12

MAP SHEET NO. 78B/3

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APY113

APY113

APY113

APY113

APY113

2/56

Bualigachh

ParagachhiTotagachh

Gosaingachh Badlakata

Bidhannagar

Hiragachh

Jaggannathpur

Nankabhita Bhuriakhali

MuraligachhDaimukata

AnharugachhPhatangagachh Maligachh

PhaudanigachhDangapara Lahugachh

Kachubari

Malahagachh MandilajharGhughujhora

Kalchandas

Lahugachh

Surhigachh

Dhakpara

Kaligachh

Malgachh

GROUND WATER PROSPECTS MAP( PREPARED FROM SATELLITE IMAGE INTERPRETATION WITH LIMITED FIELD CHECKS )

SCALE - 1 : 50,000DARJEELING & UTTAR DINAJPUR DISTRICTS, WEST BENGAL

Designed & Developed by Hydrogeology Division, NRSC, ISRONRSC (ISRO), DEPT. OF SPACE, GOVT. OF INDIACC

0 1 2 3 4 5Kilometers ©

S12

P1

DATA USED : IRS - P6 LISS III FCC dated February 2009,March 2009 & Nov 2011, GROUND TRUTH & WELL OBSERVATION during February-March 2011, Published GSI & SOI maps.

Dauk N adi

Mahananda River

P2

Sh

au

ga

on

Fo

rm

at

io

n/

Pr

es

en

tD

ay

De

po

si

ts

NH 31

FP111

CM111

AC13

OL111

PB111

BB111

L E G E N D( HYDROGEOMORPHIC UNIT )

REPRESENTED IN THE MAP WITH

ALPHANUMERIC CODE

( COLOUR INDICATESYIELD RANGE AND

HATCHING INDICATE DEPTH RANGE)

GEOLOGICAL SEQUENCE /ROCK TYPE

MAP UNIT GEOMORPHIC UNIT / LANDFORM

( REPRESENTED IN THE MAP WITH

ALPHABETIC CODE )

DEPTH TOWATER LEVEL

DEPTH RANGEOF WELLS

( SUGGESTED )

MIN - MAX( IN METERS )

QUALITY OFWATER

POTABLE (P)NON - POTABLE (NP)

( INDICATE REASONS IF NON POTABLE )

GROUNDWATER

IRRIGATEDAREA

( APPROX . RANGE IN PERCENTAGE )

G R O U N D W A T E R P R O S P E C T S

These are fault / fracture zones, which generally act as conduits for movement of ground water in hard rocks. Along these zones, the yields are significantly higher and wells are likely to be sustainable for longer duration. However, the inferred fractures need to be confirmed by detailed ground surveys.

N.B.-The depth range and yield range of wells may vary within the unit because of certain inhomogeneities. Fractures/Lineaments which are clearly observed / inferred from the satellite image are indicated on the map. There could be some obscured fractures which also influence the ground water prospects.Locations of the recharge structures shown in the map are tentative. This map is useful for narrowing down the target zones,and exact location on the ground for wells and recharge structures should be identified based on follow-up ground hydrogeological/geophysical surveys.

F F

D DD D

Q QQQ These are dykes, quartz reefs and pegmatite veins, which generally act as barriers for ground water movement.P

PPP

( REPRESENTED IN THE MAP WITH

NUMERIC CODE )

YIELD RANGEOF WELLS

( EXPECTED )

( in LPM or m / day)3

RECHARGE CONDITIONS

BASED ON AVAILABILITY

OF WATER

( RAINFALL & OTHERSOURCES )

RECHARGESTRUCTURES

SUITABLE &PRIORITY

= PERCOLATION TANK= CHECK DAM= NALA BUND= RECHARGE WELL= DESILTING OF TANK= RECHARGE PIT= SUBSURFACE DYKE= RECHARGE SHAFT= STORAGE TANK= SOIL CONSERVATION MEASURES

PTCDNBRWDTRPSDRSSTSCM

R E M A R K S( PROBLEMS / LIMITATIONS )

AQUIFER MATERIAL

LS PR FIR FR WR / WMIR

= LOOSE SEDIMENTS= PERMEABLE ROCK= FISSURED ROCK= FRACTURED ROCK= WEATHERED ROCK / WEATHERED MATERIAL= IMPERIVIOUS ROCK

TYPE OF WELLSSUITABLE

HOMOGENEITY IN THE UNIT& SUCCESS

RATE OF WELLS

VERY HIGHHIGH

MODERATELOW

( PROBABILITY )DW RW BW TW DBW /DTW

= DUG WELL= RING WELL= BORE WELL= TUBE WELL= DUG CUM-BORE WELL / DUG CUM-TUBE WELL

PRE / POST- MONSOON (AVERAGE IN METERS)

NO. OF WELLSOBSERVED

20

NilExcellent

Alluvium(Sand Dominant)

(111)

Braid Bar (BB) LS 5- 10 m 400- 500LPM P

Highly productive shallow aquifer with good recharge from the river base flow.

TW Very HighBB111 Not Required

AC13

Alluvium(Sand and Silt)

(113)

Alluvial PlainYounger

(APY)Good LS 25-30 m 200- 250 LPM High Not RequiredRW

TWHighly productive aquifer atshallow depth with good recharge.

PAPY1131

4 / 1

(Pre

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Da

y)

Mal

da/J

alpa

igur

i/G

anga

-K

oshi

Form

atio

n(E

arl

y-

La

teH

olo

ce

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)

Point Bar (PB) No Well Observed Very Good LS RW

TW 5-10 m 300-400 LPM Very High P Not Required Groundwater prospects very highwith high recharge potential.Recharge structures not required.

NilPB111

No Well Observed

NilOL111 20-30 mOxbow Lake(OL) Good LS 200-300 LPM Moderate P

Though occur as waterbodies, but highly productive aquifer occurs at depth.

Not RequiredTWNo Well Observed

CM111 NilCut-off Meander(CM)

Good LS 10-20m 300- 400 LPM PHighly productive shallow aquifers with good recharge from the river base flow.

High Not RequiredRWTWNo Well Observed

Flood Plain(FP)

Very Good LS RW Very High Potable water available at shallow depth. <30 m 250-350 LPM P Not RequiredNo Well Observed NilFP111

Nil250 - 300 LPMAlluvium

(Sand,Silt & Clay)(13)

Abandoned Channel

(AC)Excellent to Very Good

LS 10-15 m PHighly productive shallowdepth aquifers with good recharge from base flow.

Very High Not RequiredRWTWNo Well Observed

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15/70

15/70

HYDROLOGICAL INFORMATION DESCRIPTION SYMBOL

CANAL / TANK IRRIGATED AREAGROUND WATER IRRIGATED AREA

E E E E

E E E E

E E E E

RECHARGE STRUCTURES SUGGESTED

WELLS OBSERVED DURING FIELD VISIT

3

Colour inside well symbol indicates yield range. The figures on the top right hand side of well indicate the depth to water level and depth of well in meters

DUG - CUM- BORE WELL HAND PUMP WELL!( D!

RIVER / STREAM (with sand)

WATER BODY / SPRING

«!

E

CANAL

NALA BUND DESILTING OF TANK §!SUBSURFACE DYKESOIL CONSERVATION MEASURES

! ! !

STORAGE TANK ´

YIELD RANGEIN LPM

BORE /TUBE WELL

DUG WELL /RING WELL

> 800 LPM400 - 800 LPM200 - 400 LPM100 - 200 LPM50 - 100 LPM30 - 50 LPM

20 - 30 LPM

ªÇª!ª!ª!

ªÇ

!(

!(

!(

!(

!(

!(

!(

10 - 20 LPM< 10 LPM

!(

!(

RECHARGE WELL !(E

RECHARGE SHAFT I

15/70 100 - 200 m / day

3YIELD RANGEIN m / day

15/70

15/70

8/15

8/15

8/158/15

8/15

8/15

8/15

8/15

8/15

PERCOLATION TANK CHECK DAM

RECHARGE PIT ^

800RAIN GUAGE STATION( With average annual rainfall in mm )

!! !! !

ARTESIAN WELLW!F OBSERVATION WELL OF

G.W DEPT. / C.G.W.B.ü!(

BASE MAP INFORMATION

SYMBOL DESCRIPTION

STATE HIGHWAY

METALLED ROAD

BOUNDARY :

OTHER ROAD

RAILWAY

" "CITY / VILLAGE

HABITATIONS : NON - COVERED (NC) PARTIALLY COVERED (PC)

GROUND WATER PROSPECTS INFORMATION

YIELDRANGE

OF WELLSCOLOUR

CODEDEPTH RANGE OF WELLS

SHALLOW MODERATE DEEP< 30 METERS 30 - 80 METERS > 80 METERS

> 800 LPM

Prospectslimited to valleyportions only(Hills, Plateausetc.)

Run-off zone/Barrier forG.W. movement

VIOLET

RED

400 - 800 LPM INDIGO

200 - 400 LPM BLUE

100 - 200 LPM GREEN

50 - 100 LPM YELLOW

30 - 50 LPM ORANGE

20 - 30 LPM

10 - 20 LPM

BROWN

PINK

< 5 m / day3

200 - 400 m / day3

3> 400 m / day

350 - 100 m / day25 - 50 m / day3

15 - 25 m / day3

10 - 15 m / day3

5 - 10 m / day3

ª! 15/70ªÇ 15/70

ª! 15/70

ª! 15/70

Lithologic contacts are inferred at places & Geomorphic boundaries are gradational

DIPS BEDDING SCHISTOSITY/FOLIATION

GENTLE ( < 15 )MODERATE ( 15 - 45 )

STEEP ( 45 - 80 )SUB - VERTICAL TO VERTICAL ( > 80 )

o

ANTICLINE / ANTIFORM

SYNCLINE / SYNFORM

Ö

c

Ü

TREND LINE

ESCARPMENT

LITHOLOGY / GEOMORPHIC UNITBOUNDARY

FAULTMINOR MAJOR

F F F F

FRACTURE / LINEAMENT

FRACTURE / LINEAMENT ( Inferred )

DYKE ( Confirmed / Inferred)

( Confirmed / Inferred)

( Confirmed / Inferred)

QUARTZ REEF

PEGMATITIE VEIN

D D / D D

Q Q Q

P P P

Q /

P /

STRUCTURAL INFORMATION

o

o

THRUST T T T T

SHEAR ZONE ( Confirmed / Inferred) S S /S S

NATIONAL HIGHWAY

LOCATION INFORMATION

BLOCK INDEX MAPSHEET INDEX

DISTRICT INDEX

(Inselberg / Ridge / Dyke etc.)

78B878B4

78B778B3

78B678B2

72N16

72N15

72N14

SPONSORED BYPARTICIPATING ORGANIZATIONSPREPARED BY TECHNICAL GUIDANCE & QUALITY CHECK METHODOLOGY & PROJECT EXECUTION

INDIAN SPACE RESEARCH ORGANISATION (ISRO)DEPT. OF SPACE, GOVT. OF INDIA

BALANAGAR, HYDERABAD - 500 625

NATIONAL REMOTE SENSING CENTRENATIONAL REMOTE SENSING CENTREINDIAN SPACE RESEARCH ORGANISATION (ISRO)

DEPT. OF SPACE, GOVT. OF INDIABALANAGAR, HYDERABAD - 500 625

PHED, GOVT. OF WEST BENGALGEOINFORMATICS & REMOTE SENSING CELL

W.B. STATE COUNCIL OF SCIENCE AND TECHNOLOGY,GOWBSTATE WATER INVESTIGATION DIRECTORATE, GOWB

OTHER INFORMATION Rainfall : 1857 mm Nearest Rain gauge Station : Raiganj (Source IMD) S12 - PHANSIDEWA

P1 - CHOPRAP2 - ISLAMPUR

S12

P1

P2

SH

NH - 31

)¢)"

RAJIV GANDHI NATIONAL DRINKING WATER MISSION (PHASE IV)

DEPARTMENT OF DRINKING WATER SUPPLY (DDWS)MINISTRY OF DRINKING WATER AND SANITATION(MDWS)

GOVERNMENT OF INDIA NEW DELHI

STATE INDEX

I N D I A

WEST BENGAL

NO

P

Q

RS

M

S-DARJEELINGR-JALPAIGURIQ-KOCH BIHARP-UTTAR DINAJPURO-DAKSHIN DINAJPURN-MALDAM-MURSHIDABAD

" " " " STATE

DISTRICTBLOCK

INTERNATIONAL

B I H A R

GEOINFORMATICS & REMOTE SENSING CELLW.B. STATE COUNCIL OF SCIENCE AND TECHNOLOGY

DEPARTMENT OF SCIENCE AND TECHNOLOGYGOVERNMENT OF WEST BENGAL

4TH FLOOR, BIKASH BHAVANSALT LAKE, KOLKATA 700 091