GROUNDWATER RECHARGE, PITHAMPUR, MP

FINAL ASSESSMENT

STUDY AREA- PITHAMPUR PROJECT: GROUNDWATER RECHARGE

|Anvita Jain| Sem III, 2nd Yr.| |Maters in Urban Planning|2019-2021|

INTRODUCTION AS PER CENSUS 2011,

LANDUSE

• TOTAL AREA- 72 SQ KM • TOTAL POPULATION- 126200 • TOTAL HH- 31136

FOREST-8% SCRUBLAND- 7.33% INDUSTRIES- 26%

AGRICULTURE- 53%

MINING BUILT-UP/ VILLAGES- 3%

35 SQ KM DEVELOPED AREA,

2/5TH

OF ULB

Built up (Urban)

LAKES/POND/ Forest RESERVOIRS- 2.66%Mining / industrial

Crop Land Lakes / Ponds Reservoir / Tanks

River / Stream / Drain

Scrub land Dense

Scrub land Open

Village

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS INDUSTRIES

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS INDUSTRIES

AREA

1980-1990

1990-2000

2000-2010

2010-2020

TOTAL

PITHAMPUR-1

98

81

94

109

382

PITHAMPUR-2

9

26

32

32

99

50

50

184

326

611

10

9

39

37

95

6

6

29

69

PITHAMPUR-3 (BAGDOON)

1970-1980

1

PITHAMPUR-3 (SAGORE) PITHAMPUR-6 PITHAMPUR-SHED

11

6

PITHAMPUR-SILOTIA

TOTAL

23 1

1

178

172

373

1

539

1263

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS INDUSTRIES

AREA

LARGE

MEDIUM

MEGA

SMALL

TOTAL

NOT RUNNING

PITHAMPUR-1

79

4

1

319

403

24

PITHAMPUR-2

16

83

99

7

PITHAMPUR-3 (BAGDOON)

70

1

14

527

612

97

PITHAMPUR-3 (SAGORE)

21

1

1

72

95

9

6

6

0

56

69

8

1

1

0

1064

1285

145

PITHAMPUR-6 PITHAMPUR-SHED

12

1

PITHAMPUR-SILOTIA TOTAL

198

7

16

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS INDUSTRIES

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS INDUSTRIES

EXISTING STORAGE RESERVOIRS

S.NO

SOURCE OF WATER

1

RESERVOIR NAME

LOCATION

ESR-1

IN FRONT OF GIMAR FACTORY

KARAM DAM

COMMAND AREA

SECTOR-3

CAPACITY (ML)

STATUS

1.00

WORKING

1.00

NOT IN USE DUE TO LEAKAGE

1.00

WORKING

2

ESR-2

NEAR FIRE STATION

3

ESR-3

NEAR SIMPLEX

SUMP

AT TARAPUR WTP

SECTOR- 1 & 2

0.35

WORKING

SUMP

AT SEZ WTP

SEZ

0.35

WORKING

4

SANJAY RESERVOIR

5 *ESR= ELEVATED SERVICE RESERVOIR

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS INDUSTRIES

SANJAY JALASHAY

KARAM DAM

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS INDUSTRIES WATER DEMAND IN INDUSTRIAL AREA & PHASE-I OF PITHAMPUR-DHAR- MHOW INVESTMENT REGION S.NO

DEMAND AREA

EXISTING DEMAND

ADDITIONAL DEMAND (2031) IN MLD

ADDITIONAL DEMAND (2041) IN MLD

1

GEMS & JEWELLERY

-

3

4

2

PROP. OHT () SEC-1

8

11

3

WTP (TARAPUR)

4

5

4

RELIANCE

-

9

15

5

WTP (SEZ-II) + BETMA SUMP+ BIJEPUR SUMP

9 (ONLY FOR WTP)

12

21

6

SMART CITY

-

4

5

7

EXIS. SUMP (SEC-3) + (NATRIP + UJJAINI)

9

20

29

TOTAL

27

60

90

9

WATER DEMAND DISTRIBUTION IN VARIOUS INDUSTRIES FROM SEZ II 1

SEZ II AREA

9

4.25

10

2

BETMA

-

7.0

10

3

BIJEPUR

-

0.75

1

WATER DEMAND DISTRIBUTION IN VARIOUS INDUSTRIES FROM SUMP S-3 1

EXI. OHT (S3)

8

12

2

NATRIP

10

15

3

UJJAINI

2

2

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS INDUSTRIES EXISTING STATUS OF WATER SUPPLY SYSTEM IN INDUSTRIES LARGE SCALE INDUSTRY

MEDIUM SIZED INDUSTRY

SMALL SCALE INDUSTRY

100000 LITERS OF WATER PER DAY

50,000 LITERS OF WATER PER DAY

10,000 LITRES PER DAY

WATER AVAILABILITY THROUGH AKVN (2015-2018)

8.5- 12 MLD (IN SUMMER BASED ON TANKER)

AKVN SUPPLY THROUGH NARMADA KSHIPRA LINK (2020)

18 MLD

CURRENT INDUSTRIAL DEMAND

WATER RECYCLED BY INDUSTRIES

GW EXTRACTION

20-27 MLD

1 MLD (5%)

9.435 MLD

WATER CHARGES IN 2014

WATER CHARGES IN 2019

WATER CHARGES IN 2020

RS 20 PER 1,000 LITRE

RS 46.07 PER 1,000 LITRE

RS 1.60 CRORE TO RS 2 CRORE PER MONTH

WATER BILL

RS 1.60 CRORE TO RS 2 CRORE PER MONTH

METER CHARGE (CURRENT)

RS 1.55 PER KILOLITRE

COST OF WATER PURCHASED FROM NARMADA VALLEY DEVELOPMENT AUTHORITY (NVDA)

RS 26 PER KILO LITRE

*FOR GROUND WATER EXTRACTION BY INDUSTRIES IT IS ASSUMED THAT HALF OF THE INDUSTRIES HAVE BOREWELLS.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS RESIDENCES AS PER CENSUS 2011, • TOTAL AREA- 72 SQ KM • TOTAL POPULATION- 126200 • TOTAL HH- 31136

MAIN WATER SUPPLY (CENSUS 2011)

NO. OF HOUSEHOLD

PERCENTAGE

WATER SUPPLY (IN MLD)

1064

3.42

0.03774

SPRING

7

0.02

0.00024

RIVER/ CANAL

6

0.02

0.00023

TANK/ POND/ LAKE

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS RESIDENCES AS PER CENSUS 2011, • TOTAL AREA- 72 SQ KM • TOTAL POPULATION- 126200 • TOTAL HH- 31136

MAIN WATER SUPPLY (CENSUS 2011)

NO. OF HOUSEHOLD

PERCENTAGE

WATER SUPPLY (IN MLD)

COVERED WELL

402

1.29

0.01426

UNCOVERED WELL

227

0.73

0.00805

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS RESIDENCES AS PER CENSUS 2011, • TOTAL AREA- 72 SQ KM • TOTAL POPULATION- 126200 • TOTAL HH- 31136

MAIN WATER SUPPLY (CENSUS 2011)

NO. OF HOUSEHOLD

PERCENTAGE

WATER SUPPLY (IN MLD)

TUBE WELL/ BOREWELL

5192

16.68

0.18414

HANDPUMP

4257

13.67

0.15098

OTHER SOURCES (TANKER SUPPLY, BOTTLED WATER ETC.)

1130

3.63

0.04009

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS RESIDENCES AS PER CENSUS 2011, • TOTAL AREA- 72 SQ KM • TOTAL POPULATION- 126200 • TOTAL HH- 31136

MAIN WATER SUPPLY (CENSUS 2011)

NO. OF HOUSEHOLD

PERCENTAGE

WATER SUPPLY (IN MLD)

TAP WATER FROM TREATED SOURCE

16725

53.72

0.59316

TAP WATER FROM UN-TREATED SOURCE

2125

6.82

0.07536

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS MAIN WATER SUPPLY (CENSUS 2011)

NO. OF HOUSHOLD

PERCENTAGE

WATER SUPPLY (IN MLD)

TAP WATER FROM TREATED SOURCE

16725

53.71595581

0.593158

TAP WATER FROM UN-TREATED SOURCE

2125

6.824897225

0.075364

COVERED WELL

402

1.291109969

0.014257

UN-COVERED WELL

227

0.729059609

0.008051

HANDPUMP

4257

13.67227646

0.150976

TUBE WELL/BOREHOLE

5192

16.67523124

0.184136

SPRING

7

0.021508864

0.000238

RIVER/ CANAL

6

0.020824769

0.00023

TANK/ POND/ LAKE

1064

3.417266187

0.037735

OTHER SOURCES

1130

3.630312179

0.040088

TOTAL

31136

100

1.10

SOURCE OF WATER (CENSUS 2011)

NO. OF HOUSEHOLD

PERCENTAGE

WATER SUPPLY (IN MLD)

SURFACE WATER

19927

64.00045285

0.706725

GROUND WATER

11208

35.99798947

0.397508

TOTAL

31136

100

1.10

RESIDENCES AS PER CENSUS 2011, • TOTAL AREA- 72 SQ KM • TOTAL POPULATION- 126200 • TOTAL HH- 31136

SOURCE OF WATER

SURFACE WATER

GROUND WATER

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS RESIDENCES EXISTING STATUS OF WATER SUPPLY SYSTEM IN INDUSTRIES PER CAPITA DEMAND=ANNUAL REQUIREMENT(LITRES)/(365XDESIGN POPULATION) USE

CURRENT DEMAND (LPCD)

FUTURE DEMAND (LPCD)

DOMESTIC (OR LOW INCOME GROUP COLONIES/SMALL TOWNS)

35

135

COMMERCIAL

10

20

PUBLIC USE

5

10

FIRE FIGHTING

1

1

WASTE/THEFT

15% OF TOTAL CONSUMPTION IN A YEAR= 7.65

15% OF TOTAL CONSUMPTION IN A YEAR= 24.9

23.65

55.9

TOTAL

RAINFALL IN PITHAMPUR

850MM

RAINFALL VOLUME (IN MLD)

0.0765

CURRENT DEMAND

NATURAL RECHARGE

GW EXTRACTION

4.5 MLD

0.00612 MLD (8-10% OF ENDOWMENT)

1.590032 MLD

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS RESIDENCES

PRIVATE WATER MARKET MAJOR USERS OF GROUND WATER • • • •

BOREWELLS, HANDPUMPS, WELLS RESIDENTIAL COMMERCIAL INDUSTRIAL

WHY PRIVATE MARKET? • RAPID URBANIZATION • INADEQUATE WATER SUPPLY • POLLUTION AND DEPLETION OF WATER RESOURCES

CONCLUSION MAIN WATER SUPPLY (CENSUS 2011)

NO. OF HOUSEHOLD

PERCENTAGE

WATER SUPPLY (IN MLD)

OTHER SOURCES (TANKER SUPPLY, BOTTLED WATER ETC.)

1130

3.63

0.04009

DEPENDENCY ON PRIVATE SUPPLIERS IS MORE IN THESE AREAS. (SPECIALLY IN SUMMERS)

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS GW ANALYSIS

GW RECHARGE

AIM OF THE PROJECT

•

1.00612 MLD

PROTECTING GROUND WATER IN PITHAMPUR INDUSTRIAL CITY.

GW EXTRACTION OBJECTIVE OF THE PROJECT

11.025032 MLD

1.

TO FILL THE GAP BETWEEN RECHARGE & EXTRACTION.

2.

TO REVIVE SHALLOW AQUIFER WHICH IN PROCESS BRING BACK THE LIFE OF DEEP AQUIFER.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS SURFACE WATER

WATER BODIES IN MINIMUM WATER SPREAD: 32 HA. (JUNE) MINIMUM CAPACITY: .3 Mcum (JUNE)

THE TOWN WOULD MAXIMUM WATER SPREAD: 269 HA. (FEBRUARY) HELP DRAINING

MAXIMUM CAPACITY: 23.94 Mcum (FEBRUARY)

THE AREA FASTER WATERBODY- 1

WATERBODY- 1

300

PRESUMING THAT THE LAND SLOPE IS

250

200

ENABLING IT. THIS

150

WOULD HELP

100

RECHARGE

50

GROUND WATER.

0

Water Spread Area(Ha)

Capacity (Mcum)

Source: Google Earth

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS SURFACE WATER

WATER BODIES IN THE TOWN WOULD HELP DRAINING

THE AREA FASTER PRESUMING THAT MINIMUM WATER SPREAD: 0 (MAY-JUNE)

MAXIMUM WATER SPREAD: 6 HA. (DECEMBER)

THE LAND SLOPE IS

MINIMUM CAPACITY: 0 (MAY-JUNE)

MAXIMUM CAPACITY.09 MCUM (DECEMBER)

ENABLING IT. THIS

WATERBODY-2

WOULD HELP RECHARGE GROUND WATER.

Source: Google Earth

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS SURFACE WATER

WATER BODIES IN THE TOWN WOULD HELP DRAINING

THE AREA FASTER MINIMUM WATER SPREAD: 0 (MAY-JUNE)

MINIMUM CAPACITY: 0 (MAY-JUNE)

MAXIMUM WATER SPREAD: 13 HA. (FEBRUARY)

MINIMUM CAPACITY: 0 (MAY-JUNE)

PRESUMING THAT THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP

WATERBODY- 3

RECHARGE GROUND WATER.

Source: Google Earth

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS SURFACE WATER

WATER BODIES IN THE TOWN WOULD HELP DRAINING

THE AREA FASTER

WATERBODY-4

PRESUMING THAT THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP RECHARGE GROUND WATER. MINIMUM WATER SPREAD: 0 (MARCH-JUNE)

MINIMUM CAPACITY: 0 (MARCH-JUNE)

MAXIMUM WATER SPREAD: 2 HA. (SEPTEMBER)

MAXIMUM CAPACITY.03 MCUM (SEPTEMBER)

Source: Google Earth

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS SURFACE WATER

WATER BODIES IN THE TOWN WOULD HELP DRAINING MINIMUM WATER SPREAD: 0 (MAY-JUNE)

MINIMUM CAPACITY: 0 (MAY-JUNE)

THE AREA FASTER

MAXIMUM WATER SPREAD: 7 HA. (FEBRUARY)

MAXIMUM CAPACITY: .13 MCUM (FEBRUARY)

PRESUMING THAT THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP RECHARGE GROUND WATER.

WATERBODY-5 Source: Google Earth

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS SURFACE WATER

WATER BODIES IN THE TOWN WOULD HELP DRAINING MINIMUM WATER SPREAD: 0 (MARCH-JUNE)

MINIMUM CAPACITY: 0 (MARCH-JUNE)

THE AREA FASTER PRESUMING THAT

MAXIMUM WATER SPREAD: 21 HA. (OCTOBER-FEBRUARY)

WATERBODY-6

MAXIMUM CAPACITY.3 MCUM (OCTOBER-FEBRUARY)

THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP RECHARGE GROUND WATER.

Source: Google Earth

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS MINIMUM WATER SPREAD: 0 (MAY-JUNE)

MINIMUM CAPACITY: 0 (MAY-JUNE)

MAXIMUM WATER SPREAD: 25 HA. (FEBRUARY)

MAXIMUM CAPACITY: .4 MCUM (FEBRUARY)

SURFACE WATER

WATERBODY-7

WATER BODIES IN THE TOWN WOULD HELP DRAINING

THE AREA FASTER PRESUMING THAT THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP RECHARGE GROUND WATER.

Source: Google Earth

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS

WATERBODY-8

SURFACE WATER

WATER BODIES IN THE TOWN WOULD HELP DRAINING

THE AREA FASTER PRESUMING THAT THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP RECHARGE GROUND WATER.

MINIMUM WATER SPREAD: 0 (MAY-JUNE)

MINIMUM CAPACITY: 0 (MAY-JUNE)

MAXIMUM WATER SPREAD: 22 HA. (SEPTEMBER)

MAXIMUM CAPACITY.4 MCUM (SEPTEMBER)

Source: Google Earth

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

WATERBODY-9

ANALYSIS SURFACE WATER

WATER BODIES IN THE TOWN WOULD HELP DRAINING

THE AREA FASTER PRESUMING THAT THE LAND SLOPE IS ENABLING IT. THIS WOULD HELP RECHARGE MINIMUM WATER SPREAD: 0 (JUNE)

MINIMUM CAPACITY: 0 (JUNE)

MAXIMUM WATER SPREAD: 32 HA. (FEBRUARY)

MAXIMUM CAPACITY: .6 MCUM (FEBRUARY)

GROUND WATER.

Source: Google Earth

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS SURFACE WATER

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS SURFACE WATER

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS SURFACE WATER

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS SURFACE WATER FEBRUARY

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS SURFACE WATER

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS SURFACE WATER

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS PRIMARY SURVEY • ACCORDING TO SURVEY, THE GROUND WATER QUALITY OF THE PITHAMPUR AREA

SAMPLE SIZE-70

WAS GOOD BEFORE THE ESTABLISHMENT OF THE INDUSTRIES AND HAS

DETERIORATED SIGNIFICANTLY AFTER THE ESTABLISHMENT OF INDUSTRIES.

• IT WAS ALSO OBSERVED THAT THE UNDER GROUND WATER QUALITY OF OLDEST INDUSTRIAL REGION OF THE AREA WAS MOST AFFECTED.

• PITHAMPUR INDUSTRIAL AREA HAS NO PROPER DRAINAGE SYSTEM, WHICH MAY BECOME A MAJOR PROBLEM FOR DRINKING WATER CONTAMINATION.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS PRIMARY SURVEY SAMPLE SIZE-70

MAIN SOURCE OF WATER SUPPLY IS PMC IN MOST AREAS WITHIN PREMISES, WHICH PROVIDES RESTRICTED HOUR SUPPLY OF WATER WHICH IS MOSTLY ½ HOUR. WATER IS USUALLY CLEAN. WATER SCARCITY HAS BEEN EXPERIENCED DURING SUMMER SEASON. BOREWELL IS THE SECOND MAIN SOURCE OF WATER SUPPLY FOLLOWED BY TANKERS AND HANDPUMP. USUAL DEPTH IS 200-300 M. BOREWELL HAS HARD WATER AND LEAVE STAIN ON SURFACES. WATER QUALITY IS POOR AT PLACES DUE TO INDUSTRIAL EFFLUENT. DRAINS AND OTHER NEARBY SOURCE HAS KEROSENE LIKE ODOUR.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

NALA NEARBY (WASTE WATER RELEASED BY

ANALYSIS

INDUSTRY REGULARLY, PMC CLEANS IT REGULARLY)

PRIMARY SURVEY

ANALYSIS (WARD-10, WARD-31)

ANALYSIS (WARD-3)

•

BOREWELL (300 FT. DEEP)

•

•

NO PMC WATER SUPPLY LINE

•

WATER AVAILABLE THROUGHOUT YEAR

•

BORE WELL (WATER AVAILABLE THROUGHOUT YEAR)

•

HARD WATER, STAINS SURFACES

•

RESTRICTED HOUR OF WATER SUPPLY (1/2 HR.)

•

WASTE DISPOSED AROUND HOUSE

•

CLEAN WATER

•

WATER LOGGING AT SQUARE

SAMPLE SIZE-70 PARAMETERS

RESULTS

WATER CONSUMPTION/DAY/FAMILY ANALYSIS (WARD-21)

•

PMC WATER SUPPLY LINE

•

BLACK WATER

•

RESTRICTED HOUR OF WATER SUPPLY (1/2 HR.)

•

EXTREME HARD WATER, STAINS SURFACES

0-50 LIT

44%

50-100 LIT

18%

100-150 LIT

10%

150-200 LIT

28%

ODOUR OF WATER UNOBJECTIONABLE

76%

KEROSENE LIKE SMELL

24%

TASTE OF WATER UNOBJECTIONABLE

10%

TASTELESS

48%

SALTY

42%

WATER USE FOR THE PURPOSE ANALYSIS (WARD-5, WARD-8, WARD-11, WARD-14, WARD-17 WARD-18)

DRINKING

18%

•

PMC WATER SUPPLY LINE, CLEAN WATER

WASHING & CLEANING

57%

•

HANDPUMP, DIRTY

AGRICULTURE

25%

•

RESTRICTED HOUR OF WATER SUPPLY (1/2 HR.)

•

WATER SCARCITY IN SUMMER

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS WATERBODY- 9

LAND SUITABILITY SLOPE WATERBODY- 8

WATERBODY- 7

ANALYSIS: ▪ WATERBODY- 4

UNDULATION HELPS DRAINAGE

▪

STEEP SLOPES IN SECTOR I HAVE PROVIDED A FASTER

MIGRATION OF LEACHATES IN WATERBODY- 5

GROUNDWATER

WATERBODY- 6 WATERBODY- 3

RESULTING IN AN

WATERBODY- 2 WATERBODY- 1

ELEVATED

CONCENTRATION.

ANALYSIS LAND SUITABILITY DRAINAGE

• THE INDUSTRIES ARE LOCATED IN TWO SUB-WATERSHEDS, NAMELY, GAMBHIR RIVER SUB-

TRIBUTARIES OF CHAMBAL RIVER

TRIBUTARIES OF GAMBHIR RIVER

WATERSHED AND CHAMBAL

RIVER SUB-WATERSHED. • THE STUDY AREA IS AN UNDULATING TERRAIN OF BASALTIC FLOWS AND IS DRAINED MAINLY BY THE

NORTHWEST AND SOUTHWEST FLOWING TRIBUTARIES OF THE CHAMBAL RIVER AND NORTHEAST FLOWING TRIBUTARIES OF THE GAMBHIR RIVER.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS LAND SUITABILITY DRAINAGE

• THE INDUSTRIES ARE LOCATED IN TWO SUB-WATERSHEDS, NAMELY, GAMBHIR RIVER SUBWATERSHED AND CHAMBAL

RIVER SUB-WATERSHED. • THE STUDY AREA IS AN UNDULATING TERRAIN OF BASALTIC FLOWS AND IS DRAINED MAINLY BY THE

NORTHWEST AND SOUTHWEST FLOWING TRIBUTARIES OF THE CHAMBAL RIVER AND NORTHEAST FLOWING TRIBUTARIES OF THE GAMBHIR RIVER.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS LAND SUITABILITY DRAINAGE •

THE CHAMBAL SUB-WATERSHED HOSTS THE SECTORS II, III, AND THE SEZ UNITS COVERING AN AREA OF 210 SQ. KM.

•

THE GAMBHIR SUB-WATERSHED HOSTS SECTOR I COVERING AN AREA OF 90 SQ. KM.

•

THE CONTOURS INDICATE THAT THE GROUNDWATER FLOW DIRECTION IS FROM SECTORS II, III, AND SEZ TOWARDS THE CHAMBAL RIVER.

•

THE GROUNDWATER FLOW DIRECTION IS TOWARDS THE NORTH-EAST AND THAT IT FLOWS FROM THE INDUSTRIAL CLUSTER TOWARDS THE GAMBHIR RIVER.

•

ON AVERAGE, THE WATER TABLE RISES BY 15 M DUE TO THE MONSOON.

•

THE WATER LEVEL CONTOURS INDICATE THAT THE WATER TABLE RISES BY APPROXIMATELY 10 M IN THE POST-MONSOON SEASON (OCTOBER, 2004).

•

INDUSTRIAL ESTABLISHMENTS ARE VERY RECENT IN SECTORS II AND III AND THE MOST RECENT IN SEZ AREA OF PITHAMPUR.

•

THE INDUSTRIAL UNITS HAVE BEEN FUNCTIONING SINCE 1990.

•

THE ASSIMILATION CAPACITY OF THE TOP FORMATIONS CONTAINED THE CONTAMINANTS IN THE SOIL AND THEREBY NOT MUCH GROUNDWATER CONTAMINATION COULD BE FOUND IN THESE THREE SECTORS OF THE CHAMBAL SUB WATERSHED.

•

STEEP SLOPE TOWARDS THE GAMBHIR RIVER PROVIDED FASTER MIGRATION OF CONTAMINANTS.

•

GROUNDWATER CONTAMINATION MAY SLOWLY BUILD UP IN THE CHAMBAL SUBWATERSHED OVER A PERIOD OF 10–15 YEARS, WHEN INDUSTRIES WOULD OPERATE AT THEIR FULL DESIGNED PRODUCTION LEVELS.

•

THE SECTOR I INDUSTRIAL UNITS ARE OLD AND THE WASTEWATER DISPOSAL HAS BEEN CONTINUING FOR A LONGER PERIOD IN THE GAMBHIR SUB-WATERSHED. ALSO THE INDUSTRIAL UNITS ARE CLOSELY SPACED.

THE CONTAMINATION OF GROUNDWATER HAS BEEN MORE SEVERE IN THE GAMBHIR WATERSHED AS COMPARED TO THE CHAMBAL WATERSHED.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS LAND SUITABILITY DRAINAGE

CHAMBAL SUB WATERSHED- GROUND WATER LEVEL- JUNE

GAMBHIR SUB WATERSHED- GROUND WATER LEVEL- OCTOBER

GAMBHIR SUB WATERSHED- GROUND WATER LEVEL- OCTOBER

CHAMBAL SUB WATERSHED- GROUND WATER LEVELOCTOBER

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

LANDFORM: VALLEY

ANALYSIS LANDFORM: PLATEAU UNDISSECTED LANDFORM: PLATEAU MODERATELY DISSECTED

LAND SUITABILITY GROUNDWATER PROSPECTS

LANDFORM: PLATEAU SLIGHTLY DISSECTED ROCK

LANDFORM: PLATEAU WEATHERED

TYPE:

AA'

COMPOUND

AND

'PAHOEHOE'

BASALTIC LAVA FLOWS WITH A MEGA PORPHYRITIC FLOW AT THE

TOP

AND

AN

INTERTRAPPEAN BED AT 520M IN

THE

EASTERN

PART

(8

FLOWS)/ INDORE FM/ MALWA GROUP/DECCAN

TRAP/

CRETACEOUS TO PALEOCENE.

LANDFORM: BUTTE

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS

ROCK TYPE: AA' AND COMPOUND 'PAHOEHOE' BASALTIC LAVA FLOWS WITH A MEGA PORPHYRITIC FLOW AT THE TOP AND AN INTERTRAPPEAN BED AT 520M IN THE EASTERN PART (8 FLOWS)/ INDORE FM/ MALWA GROUP/DECCAN TRAP/ CRETACEOUS TO PALEOCENE.

LAND SUITABILITY

*VALLEY FILL-SHALLOW (VFS) **PEDIPLAIN-MODERATE (PPM)

MAP UNIT

(HYDRO GEOMORPHIC UNIT)

GROUNDWATER PROSPECTS

DEPTH TO WATER LEVEL

RECHARGE CONDITION

SUMMER/ PREMONSOON (AVERAGE IN METERS)

GROUNDWATER PROSPECTS

RECHARGE STRUCTURES SUITABLE & PRIORITY

REMARKS

AQUIFER MATERIAL

TYPE OF WELL SUITABLE

DEPTH RANGE OF WELL

YIELD RANGE OF WELLS (EXPECTED)

HOMOGENEITY IN THE UNIT & SUCCESS RATES OF WELLS

QUALITY OF WATER

GROUND WATER IRRIGATED AREA

BASED ON AVAILABILITY OF WATER (RAINFALL & OTHER SOURCES)

LS= LOOSE SEDIMENTS PR= PERMEABLE ROCK FIR= FISSURED ROCK FR= FRACTURED ROCK WR= WEATHERED ROCK IR= IMPERVIOUS ROCK

DW= DUG WELL RW= RING WELL BW= BORE WELL TW= TUBE WELL DBW/ DTW= DUG CUM BORE/ TUBE WELL

(SUGGESTE D) MIN-MAX IN METERS

(In LPM or m3 per day)

(PROBABILITY) VERY HIGH HIGH MODERATE LOW

POTABLE (P) NON POTABLE (NP)

(APPROX. RANGE IN PERCENTA GE)

PT= PERCOLATION TANK CD= CHECK DAM NB= NALA BUND RW= RECHARGE WELL DT= DESILTING OF TANK RP= RECHARGE PIT

(PROBLEM/ LIMITATIONS)

5-8 M

GOOD

WR + FIR

DW BW

12-15 M 16-18 M

75-100 cu.m/day 150-200 lpm

MODERATE MODERATE

P

20-25

RP/ PT HiIGH PRIORITY

WEATHERED AND FISSURED GNEISS FORM AQUIFER. VERY GOOD PROSPECTS AS IT RECEIVES RUN-OFF WATER FROM OTHER UNITS. LINEAMENT ZONES FORM HIGH POTENTIAL ZONES.

10-18 M

MODERATE

WR + FIR

BW

80-100 M

75-100 lpm

MODERATE

P

5-10

RP/ PT MODERATE PRIORITY

WEATHERED AND FISSURED GNEISS FORM AQUIFER. MORE RUN-OFF AS IT FORMS TOPOGRAPHIC HIGH. BETTER PROSPECTS IN THE VICINITY OF PPM** AND VFS*.

15-20 M

LIMITED

WR + FIR

BW

90- 110 M

20-30 lpm

LOW

P

Negligible

RP/ PT MODERATE PRIORITY

WEATHERED AND FISSURED GNEISS FORM AQUIFER. CONSIDERABLE RUN-OFF DUE TO DISSECTION, RELIEF, SLOPE AND ROCK OUT CROPS. . EXPLOITATION CAN BE MINIMIZED THROUGH PLANTATION. BETTER PROSPECTS IN VALLEY PORTIONS.

-

POOR

WR + FIR

BW

90- 110 M

15-25 lpm

LOW

P

Nil

NOT REQUIRED

WEATHERED AND FISSURED GNEISS FORM AQUIFER. MORE RUN-OFF DUE TO FREQUENT ROCK OUT CROPS. PROSPECTS LIMITED TO AREAS FREE OF ROCK OUT CROPS NOT SUITABLE FOR GROUND WATER DEVELOPMENT. NO HABITATIONS.

P

RUN OFF-ZONE; NOT SUITABLE FOR GROUND WATER DEVELOPMENT.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS GROUNDWATER

GROUNDWATER CONDITION AND CONCLUSION: • AQUIFER IS OF UNCONFINED NATURE. • WATER YIELD- THESE FORMATIONS HAVE HIGHLY VARIABLE YIELD 10–750 M3/DAY. • OVEREXPLOITATION OF GROUNDWATER BY INDUSTRIES AND FARMERS IN NEARBY VILLAGES. • EXCESSIVE BORING IN THE WATER-STARVED AREA HAS FURTHER RENDERED THE LITTLE RESOURCE AVAILABLE. HARD WATER IS UNSUITABLE FOR AGRICULTURAL USE. • THE AQUIFER IS VULNERABLE TO GROUNDWATER CONTAMINATION. DUE TO THE SHALLOW GROUNDWATER TABLE CONDITIONS, HAND-PUMPS AND OPEN WELLS ARE PREDOMINANTLY USED FOR DOMESTIC WATER CONSUMPTION. • IT IS OBSERVED THAT ALREADY POLLUTION HAS REACHED SHALLOW AQUIFERS CAUSING CONCERN IN RESIDENT.

• THE OVER EXPLOITATION OF GROUNDWATER ESPECIALLY IN THE HARD ROCK AREAS HAVE RESULTED IN A DECLINE IN THE GROUNDWATER LEVEL BY 15–20 M. • THE GOVERNMENT AGENCY HAS FAILED TO MEET THE DAILY WATER REQUIREMENT AND PROBLEM BECOMES VERY ACUTE DURING SUMMER.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ANALYSIS INSTITUTION INSTITUTION:

•

WATER SUPPLY IS CURRENTLY UNDER PMC I.E. PITHAMPUR MUNICIPAL CORPORATION.

•

FUNCTION INCLUDE SOURCING, ESTABLISHING NETWORK, MAINTENANCE, COLLECTION OF

CHAIRMAN ULB

CHIEF MUNICIPAL OFFICER (CMO)

USER CHARGES. •

THE PHED IS ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THE SCHEMES/PROJECTS

31 WARD COUNSELLORS

WATER SUPPLY

RELATED TO WATER SUPPLY AND SEWERAGE BOTH IN THE URBAN AND RURAL AREAS OF THE STATE. •

WATER INSPECTOR

AKVN (NOW MPIDC) SUPPLEMENTS THE WATER SUPPLY FOR INDUSTRIES. THE PRESENT SYSTEM OPERATED BY AKVN (NOW MPIDC) CONSISTS OF AN INTAKE WELL CUM PUMP HOUSE

PUMP ATTENDANT

SITUATED NEAR SANJAY JALASHAYA. PLUMBER

FIG: ORGANIZATIONAL STRUCTURE OF PITHAMPUR MUNICIPALITY. (WATER SUPPLY)

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

SCHEMES SCHEMES FOR GROUND WATER JAL JEEVAN MISSION (HAR GHAR

AKSHAY JAL SANCHAY YOJNA

IT IS A CAMPAIGN FOR WATER

COMPONENT OF JAL

INTEGRATED DEMAND AND

TO PROVIDE PIPED DRINKING

IT IS A CENTRAL SECTOR

CONSERVATION AND WATER

SHAKTI ABHIYAN RUNS IN MP. (TO

SUPPLY-SIDE MANAGEMENT OF

WATER TO EVERY RURAL HOME BY

SCHEME WORTH RS.6,000

SECURITY IN THE COUNTRY

PROMOTE RAIN ROOF WATER

WATER AT THE LOCAL LEVEL,

2024. IT IS A COMPONENT OF THE

CRORE FOR SUSTAINABLE

THROUGH A COLLABORATIVE

HARVESTING AND PROTECTING

INCLUDING CREATION OF LOCAL

GOVERNMENT’S JAL JIVAN

MANAGEMENT OF

EFFORT OF VARIOUS MINISTRIES

OUR WATER BODIES).

INFRASTRUCTURE FOR SOURCE

MISSION.

GROUNDWATER WITH

JAL)

NAL SE JAL YOJANA

THE ATAL BHUJAL YOJANA

JAL SHAKTI ABHIYAN

(ABHY)

OF THE GOVERNMENT OF INDIA

SUSTAINABILITY. THE TOTAL

COMMUNITY PARTICIPATION.

AND STATE GOVERNMENTS.

ALLOCATION TO THE SCHEME IS

IMPLEMENTED BY MINISTRY

OVER ₹3 LAKH CRORE

OF JAL SHAKTI.

FINDING: UNDER JAL SHAKTI ABHIYAN PITHAMPUR GOVERNMENT INSTITUTIONS MUST HAVE RAIN WATER HARVESTING.

ANALYSIS

OTHER EXISTING SCHEMES FOR PITHAMPUR AMRUT (ATAL MISSION FOR REJUVENATION AND URBAN TRANSFORMATION)- THE AIM OF

MAGNIFICENT MADHYA PRADESH- TO MAKE MADHYA PRADESH THE EMERGING

PROVIDING BASIC CIVIC AMENITIES LIKE WATER SUPPLY, SEWERAGE, URBAN TRANSPORT,

INNOVATION HUB, GOVERNMENT INITIATIVES WERE ANNOUNCED FOR THE CREATION

PARKS AS TO IMPROVE THE QUALITY OF LIFE FOR ALL ESPECIALLY THE POOR AND THE

OF AN ECOSYSTEM FOR START-UPS AND INNOVATORS, ENHANCEMENT OF NETWORK

DISADVANTAGED. THE MAJOR PROJECT COMPONENTS ARE WATER SUPPLY SYSTEM,

CONNECTIVITY, AND INITIATIVES TO SUPPORT INDUSTRIES IN THE IT/ITES/ESDM

SEWERAGE, SEPTAGE, STORM WATER DRAINAGE, URBAN TRANSPORT, GREEN SPACE AND

SECTORS. ONE OF THE PROJECT IS THE PITHAMPUR WATER SUPPLY PROJECT WORTH

PARKS, REFORMS MANAGEMENT AND SUPPORT, CAPACITY BUILDING ETC. IN THAT ORDER OF

RS 225 CRORE.

PRIORITY.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECTS & PROPOSALS

SNO.

PROJECT

RECHARGE (IN MLD) DURATION (IN YEARS)

COSTING (IN CRORE)

TYPE OF INTERVENTION

FUNDING MAGNIFICENT MP

1

LAKE RECHARGE

72

15

8.37

PROJECT

a.

SANJAY JALASHAY LAKE RECHARGE

15

3

3.12

PROJECT

b.

LAKE-2 RECHARGE

6

2

0.58

c.

LAKE-3 RECHARGE

3

2

0.39

e.

LAKE-4 RECHARGE

6

2

0.58

f.

LAKE-5 RECHARGE

6

2

0.58

g.

LAKE-6 RECHARGE

9

3

0.78

h.

LAKE-7 RECHARGE

9

3

0.78

i.

LAKE-8 RECHARGE

9

3

0.78

J.

LAKE-9 RECHARGE

9

3

0.78

PROJECT

2

PARK TYPE STRUCTURE

1060

3

4.114

PROJECT

AMRUT YOJANA

A

PARKS

94

3

0.387

B

INSTITUTES (FUTURE)

162

3

0.412

C

INDUSTRIES (50% EXISTING)

214

3

0.882

D

INDUSTRIES (FUTURE)

590

3-A

ABANDONED DUG WELL

61

2

7.054

PROJECT

ATAL BHUJAL YOJANA & MAGNIFICENT MP

3-B

RECHARGE PITS NEAR BOREWELL

187

2.5

4.988

PROJECT

GRAND TOTAL

1380

5

RAIN WATER HARVESTING

6

TOTAL COSTING

2.433

24.526

POLICY

JAL SHAKTI

WATER ATM

RECOMMENDATION

AMRUT YOJANA

7

GROUND WATER MONITORING CELL

RECOMMENDATION

8

GROUND WATER TARIFF & GUIDELINES

RECOMMENDATION

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECTS & PROPOSALS FUNDING

S.NO

SCHEME

TOTAL FUNDING

PROJECT

1

Atal Bhujal Yojana

INR 6000 crore

ABANDONED WELL

2

MAGNIFICENT MADHYA PRADESH

INR 225 crore.

LAKE RECHARGE

3

AMRUT YOUJNA

INR 95 crore.

PARK TYPE STRUCTURE, WATER ATM

4

JAL SHAKTI

INR 30478 CRORE

RWH

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECTS & PROPOSALS 1. LAKE RECHARGE TO RECHARGE URBAN WATER SOURCE, SANJAY JALASHAY SO AS KEEP UP THE WATER LEVEL THROUGHOUT THE YEAR.

SANJAY JALASHAY

EXISTING CONDITION OF SANJAY JALASHAY PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECTS & PROPOSALS 1. LAKE RECHARGE WHY RECHARGE WELLS? INFILTRATION THROUGH RECHARGE WELLS IS TECHNICALLY VISIBLE FOR THIS AREA OWING TO ITS PRE DOMINANT USAGE IN AQUIFERS WHERE THE SHALLOW AQUIFERS HAS DRIED AND EXISTING TUBE WELLS ARE TAPPED IN DEEPER AQUIFER. LOCATION OF RECHARGE WELL THE LOCATION OF RECHARGE WELL HAS BEEN SELECTED ON THE BASIS OF NATURAL SLOPE OF THE LAKE. THE RECHARGE SHAFT ALONG WITH THE PERCOLATION TANK WILL BE PROVIDED IN THE ENCIRCLED AREA. DEPTH OF RECHARGE SHAFT THE POTENTIAL AQUIFER AT 120M HAS BEEN SELECTED DUE TO PRESENCE OF SUBSTANTIAL AQUIFER AT LOWER DEPTHS THAN OTHER OPTIONS MAKE IT ECONOMICALLY VIABLE. THICKNESS OF AQUIFER IS AROUND 20M THE RECHARGE WELL WILL BE PROVIDED UP TO 142M OF DEPTH. WHY PERCOLATION PIT? IT FACILITATES FREQUENT CLEANING OF WELL SO AS TO AVOID CLOGGING DUE TO FINE SAND PARTICLES AND ACT AS RAPID SAND FILTER IN ORDER TO TREAT THE WATER ENTERING IT FROM THE LAKE. DESIGN THERE WILL BE THREE PERCOLATION PITS IN ALL CONNECTED TO A SINGLE RECHARGE SHAFT. (FROM SECTIONAL ELEVATION) THE WATER WILL BE NATURALLY DRAINED INTO THE PERCOLATION PITS WHICH WILL TRANSMIT THE WATER FURTHER TO THE RECHARGE SHAFT THROUGH GRAVITY. THE PLAN OF THE SAME HAVE BEEN DETAILED. THIS PROPOSAL SHALL FACILITATE 61.31% OF WATER OF TOTAL WHICH CAN BE INFILTERED.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECTS & PROPOSALS 1. LAKE RECHARGE

DRAINAGE

SLOPE

GROUND WATER

TOPOGRAPHY

LAND SUITABILITY ANALYSIS PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECTS & PROPOSALS 1. LAKE RECHARGE PERCOLATION PIT RECHARGE WELL

COST OF PILOT PROJECT COST OF THE PROJECT WILL BE AROUND 8.37 CRORE. (RECHARGE OF 9 LAKES)

DURATION OF PILOT PROJECT TENTATIVE DURATION OF THE PROJECT IS AROUND 2 TO 3 YEAR. (EACH LAKE)

SOURCE OF FUNDING FOR THE PILOT PROJECT THE INITIATIVE CAN BE TAKEN UNDER MAGNIFICENT MADHYA PRADESH BY A COLLABORATION OF COMMUNITY PARTICIPATION ALONG WITH SCHEMES IN ORDER TO CREATE AWARENESS AMONG THE PEOPLE REGARDING THE RESPONSIBILITY TOWARDS GROUND WATER RECHARGE.

CONCLUSION • WATER UP TO 72MLD CAN BE RECHARGED. (ALL LAKES) • MEETING THE SUPPLY DEMANDS IN FUTURE • DECREASING THE WATER STRESS AND INCREASING THE RECHARGE RATIO IN THE CITY

DESIGN PROPOSAL FOR RECHARGE WELL AND PERCOLATION PIT FOR SANJAY JALASHAY. PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

FOR ALL RECHARGE WELL

S.NO

ITEMS

COST

UNIT

1

RECHARGE WELL SYSTEM

0.78

CRORE

2

4 RECHARGE SYSTEM

3.12

CRORE

TOTAL

3.12

CRORE

PROJECTS & PROPOSALS COSTING

1. LAKE RECHARGE

SANJAY JALASHAY LAKE RECHARGE

FOR ONE RECHARGE WELL S.NO

ITEMS

COST

UNIT

1

CONNECTION TO SANJAY JALASHAY (INCLUDING RECHARGE WELL)

24

LAKH

2

PERCOLATION PIT

54

LAKH

TOTAL

78

LAKH

FOR THREE PERCOLATION PIT

S.NO

EXISTING CONDITION

QUANTITY

1

AREA OF THE LAKE

2690000

2

DEPTH OF THE LAKE

4

3

CAPACITY OF THE LAKE

23.942

S.NO

INFRASTRUCTURE ELEMENTS

COST

UNIT

4

ANNUAL AVERAGE RAINFALL

1

PERCOLATION PIT X 3

18(PER PIT)

LAKH

5

EVAPORATION LOSS (25%)

571625

10 X 6 X 15 M

54

LAKHS

6

WATER STORED IN LAKE ANNUALLY

2286500

7

WATER WHICH CAN BE INFILTERED

171487.5

8

WATER RECHARGED

FOR ONE PERCOLATION PIT S.NO

ITEM

DIMENSIONS

COST (RS)

1

EXCAVATION

INCLUDES DRIVER & FUEL

145000

2

BORING & GRAVEL

250 MM DIAMETER

855000

3

STRAINER PIPE THE PIPE

200 MM FINOLEX PIPE OF 6 KG/SQCM

500000

4

PIT DIGGING

10.0 M X 6.0 M X 15.0 M

150000

5

BROKEN BRICKS (HALF BAKED)

340.312 CUM (OR 2.5 BRASS)

150000

TOTAL

850

15

1800000

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECT PHASE O & M PHASE ANNUAL REPORT PHASE

PROJECTS & PROPOSALS PHASING

1. LAKE RECHARGE

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

• TOTAL NUMBER OF PARKS: 47

PROJECTS & PROPOSALS 2. PARK-TYPE STRUCTURE COST OF PILOT PROJECT COST OF THE PROJECT WII BE AROUND 4.114 CRORE.

DURATION OF PILOT PROJECT TENTATIVE DURATION OF THE PROJECT IS AROUND 3 YEARS.

SOURCE OF FUNDING THE INITIATIVE CAN BE TAKEN UNDER AMRUT YOJANA BY A COLLABORATION OF COMMUNITY PARTICIPATION.

CONCLUSION THE STORM WATER DRAINS CAN BE CONNECTED TO PERCOLATION PITS AND RECHARGE TANKS.

RECHARGING GROUND WATER UTILIZING PARK RECHARGE TECHNIQUE THE DESIGN OF PERCOLATION PIT IS DONE CONSIDERING THE CATCHMENT AREA OF PARK, INFILTRATION RATE OF SOIL, PEAK RAINFALL ETC. WITH TWO PERCOLATION TANK OF DIMENSION 10M X 6M X 20M AND RECHARGE SHAFT OF 250MM DÍA PIPE BY PROVIDING ONE STRAINER AT THE DEPTH OF 125M TO 135M. IT WILL BE ABLE TO RECHARGE 23.5% OF THE AVAILABLE WATER ANNUALLY INTO THE AQUIFER CONSIDERING ALL THE PHYSICAL AND NATURAL LOSSES.

• THE INITIATIVE OF RECHARGING GROUND WATER BY UTILIZING PARK WILL CONTRIBUTE TO MAXIMUM OF 100 MLD (BY EACH PROJECT) OF WATER TO THE TOTAL WATER DEMAND OF THE CITY DAILY WHICH MAY NOT BE SIGNIFICANT BUT THERE IS A MAJOR POTENTIAL OF RECHARGING THROUGH THE PARKS AND SAME INITIATIVE CAN BE TAKEN IN OTHER PARKS WHICH HELP IN RECHARGING THE AQUIFER EFFECTIVELY AND HELP IN REDUCING WATER STRESS OF THE CITY AND ON FUTURE STORM WATER TRUNK BY UTILIZING WATER FOR RECHARGING.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECTS & PROPOSALS 2. PARK-TYPE STRUCTURE

PARK TYPE STRUCTURES •

PARKS OF RESIDENTIAL COLONIES AND INSTITUTIONAL AREAS OF URBAN AGGLOMERATE CAN BE FRUITFULLY UTILIZED FOR RECHARGE TO GROUND WATER.

•

RAINWATER FROM THE CATCHMENT OF PARK AS WELL AS SURROUNDING AREA IS DIVERTED TOWARDS THE PARK WHICH IS EXCAVATED IN A BASIN TYPE DEPRESSION TO ACCOMMODATE THE RAINWATER FROM THE ELEVATED SURROUNDING AREA.

•

THE WATER IS RECHARGED THROUGH RECHARGE SHAFT/ RECHARGE WELLS OR RECHARGE PIT DEPENDING UPON THE HYDROGEOLOGICAL CONDITIONS AND DEPTH OF UNCONFINED AQUIFER.

•

PARK TYPE STRUCTURE IS USED AS RAIN WATER HARVESTING AND RECHARGE STRUCTURE DURING MONSOON AND PLAY GROUND IN OTHER SEASONS.

•

DEPTH OF EXCAVATION OF PARK IS SUCH THAT THE SLOPE IS IN THE RATIO OF 8:1 IN THE COLLECTOR BASIN AND 4:1 IN THE RECHARGE BASIN.

ARTIFICIAL GROUND WATER RECHARGE: STRUCTURES WITH PARK (INSTITUTIONS & INDUSTRIES IN CASE OF PITHAMPUR) HAVE THE POTENTIAL FOR INSTALLATION OF PARK TYPE STRUCTURES. INSTITUTION & INDUSTRIAL LEVEL INTERVENTION PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECTS & PROPOSALS 2. PARK-TYPE STRUCTURE RESIDENTIAL & INSTITUTIONS : NORTH-WEST & SOUTH-EAST PART: • HAVE MAJORITY OF INDUSTRIAL & RESIDENTIAL. WITH MINIMUM OPEN SPACES. • RESIDENTIAL BUILDING HEIGHT RANGES FROM G TO G+2.

• AREA HAS CLOSE BUILT FABRIC. NORTH-EAST PART: • HAVE MAJORITY OF INDUSTRIAL & OPEN SPACES. • CLUSTER OF RESIDENTIAL AREAS ARE PRESENT IN CLOSE BUILT FABRIC. • RESIDENTIAL BUILDING HEIGHT RANGES FROM G TO G+2.

SOUTH-WEST PART. • HAVE MAJORITY OPEN SPACES & RESIDENTIAL. • RESIDENTIAL BUILDING HEIGHT RANGES FROM G TO G+2.

• RESIDENTIAL AREA HAS CLOSE BUILT FABRIC.

PARKS •

PARKS WITH EXISTING BOREWELLS.

•

PARKS WITHOUT EXISTING BOREWELLS.

INDUSTRIAL AREA: •

WITH PARK

•

WITHOUT PARK

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECTS & PROPOSALS COSTING SNO.

PROJECTS

INFRASTRUCTURE ELEMENTS

COST IN THOUSAND

1

PARK TYPE STRUCTURE

DOWN SPOUTS

500

LEAF SCREEN & ROOF WASHERS

2000

CISTERNS OR DIRECT BOREWELL

50000

CONVEYING PIPE

30000

SUB TOTAL

2. PARK-TYPE STRUCTURE RECHARGE (IN MLD)

82500

2

1

TOTAL NO OF PARKS

47

3877500

94

2

INDUSTRIES

50%

8827500

214

LARGE SCALE

99

8167500

198

MEGA SCALE

8

660000

16

3

FUTURE INDUSTRIES

295

24337500

590

6

FUTURE EDUCATIONAL BUILDINGS

30

2475000

60

7

OTHER INSTITUTIONAL BUILDINGS

20

1650000

40

TOTAL

50

4125000

162

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECT PHASE O & M PHASE ANNUAL REPORT PHASE

PROJECTS & PROPOSALS PHASING

2. PARK-TYPE STRUCTURE

* COST IN CRORE

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECTS & PROPOSALS 3. ABANDONED STRUCTURES COST OF PILOT PROJECT COST OF THE PROJECT WII BE AROUND 12.042 CRORE.

DURATION OF PILOT PROJECT TENTATIVE DURATION OF THE PROJECT IS AROUND 3 TO 5

YEARS.

SOURCE OF FUNDING

ARTIFICIAL GROUND WATER RECHARGE ABANDONED DUG WELL RECHARGE •

•

•

THE INITIATIVE CAN BE TAKEN UNDER ATAL BHUJAL YOJANA AND MAGNIFICENT MADHYA PRADESH WITH A

COLLABORATION OF COMMUNITY PARTICIPATION. ABANDONED DUG WELL OR GRAVITY RECHARGE HEAD WORKS ON THE PRINCIPAL OF USING OLD TUBE WELLS OR BOREWELLS AS RECHARGE STRUCTURES THE DUG WELL OR BOREWELL WITHIN VICINITY OF RESIDENTIAL AND PARK CAN ALSO BE USED FOR RECHARGING. PITHAMPUR HAS POTENTIAL FOR SUCH RECHARGE STRUCTURES.

CONCLUSION • THE INITIATIVE OF USING ABANDONED WELL AS RECHARGE STRUCTURE AND BUILDING RECHARGE PIT NEAR GW STRUCTURES WILL CONTRIBUTE TO MAXIMUM OF 100 MLD (BY EACH PROJECT) OF RECHARGE.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

ABANDONED WELL PROJECTS

INFRASTRUCTURE ELEMENTS

COST IN THOUSAND

ABANDONED DUG WELL

DUG WELL AND PIPES

10000

RECHARGE PIT

EXCAVATION PIPES

40000

STONES SUB TOTAL

70000

PROJECTS & PROPOSALS 3. ABANDONED STRUCTURES

COSTING

RECHARGE WELL NEAR GW STRUCTURES TOTAL NO OF HH HAVING HANDPUMPS

4257

TOTAL NO OF HH HAVING BOREWELL

5192

SUB TOTAL

9449

1

TOTAL NO OF COVERED WELL

402

2

TOTAL NO OF UNCOVERED WELL

227

50% WORKING

4725

3

TOTAL

629

33% WORKING

3118

4

CONSIDERING 10% AS ABANDONED

63

5

TOTAL NO OF HANDPUMPS

4257

6

TOTAL NO OF BOREWELL

5192

7

TOTAL

9449

8

CONSIDERING 10% AS ABANDONED

945

9

TOTAL COST (IN RS.)

70546000

QUANTITY (IN MLD)

NO OF STRUCTURES

WATER RECHARGED

1.5

25

TOTAL WATER RECHARGED

60.48

1008

COST (IN LAKHS)

STRUCTURES

COST FOR 25 STRUCTURES

400000

25

COST OF 33% STRUCTURES

49888000

3118

COST OF 50% STRUCTURES

75600000

4725

COST OF ALL STRUCTURES

151184000

9449

QUANTITY (IN MLD) TOTAL WATER RECHARGED

1.5

25

50%

283.5

4725

33%

187.08

3118

100%

566.94

9449

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECT PHASE O & M PHASE ANNUAL REPORT PHASE

PROJECTS & PROPOSALS PHASING

3. ABANDONED STRUCTURES

* COST IN CRORE

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECTS & PROPOSALS 4. RAIN WATER HARVESTING (RWH) KEY POINTS PROJECT WILL BE INTRODUCED IN THE POLICY WHICH ALLOW FUTURE STRUCTURE (RESIDENCES, PUBLIC BUILDINGS AND INDUSTRIES) TO HAVE MANDATORY RWH PROVISION.

SOURCE OF FUNDING THE INITIATIVE CAN BE TAKEN UNDER JAL SHAKTI MISSION WITH A COLLABORATION OF COMMUNITY PARTICIPATION.

ARTIFICIAL GROUND WATER RECHARGE ROOF WATER HARVESTING SYSTEM AND RECHARGE PIT STRUCTURE OR EXISTING BOREWELL •

SINCE PITHAMPUR RESIDENTIAL AREA MOSTLY HAVE CLOSED FABRIC, METHOD OF COLLECTING THE RUNOFF WATER WITHIN GARDEN OR OPEN AREA AND USING THAT RUNOFF TO RECHARGE THE GROUND WATER THROUGH THE BOREWELL.

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

INSTITUTIONAL CAPACITY BUILDING

PROJECTS & PROPOSALS

TECHNICAL KNOWLEDGE

5. WATER ATM FOR SLUM

AWARENESS GENERATION

FOR SLUM: WHO WILL IMPLEMENT IT? ENVIRONMENTAL SUSTAINABILITY

• PMC

• SARVAJAL SELF SUSTAINABLE:

CHARACTERISTICS OF WATER ATMs:

1. ECONOMIC SUSTAINABILITY: RECOVER O & M COST FROM

1.

AUTOMATED WATER DISPENSING UNIT

CONSUMER CHARGES

2.

24 X 7 ACCESS

2. CONSUMER SUSTAINABILITY: AWARENESS CAMPAIGNS AND

3.

RFID CARD BASED TRANSACTION

EDUCATION & DISTRIBUTION MODEL: D2D

4.

PAY-PER-USE TRANSACTION

5.

QUALITY SENSORS

3. OPERATIONAL SUSTAINABILITY: OWNERSHIP, MAINTENANCE AND REPAIR: TRAINING PROGRAM 4. TECHNICAL SUSTAINABILITY: MONITORING AND EVALUATION

SOURCE OF FUNDING •

5. ENVIRONMENTAL SUSTAINABILITY: SECURITY OF SUPPLY: RECHARGE WELL NEAR BOREWELL, REDUCING IMPACT OF DISCHARGE, WATER SAFETY PLANS: WATER QUALITY TESTING MODULE (WHO)

SOURCE: COMMUNITY SAFE WATER SOLUTIONS: INDIA SECTOR REVIEW, SAFE WATER NETWORK REPORT, 2014

. CAPITAL COST

1.

GOVERNMENT- AMRUT

2.

COMMERCIAL BANKS OR INVESTORS

3.

CSR(CORPORATE SOCIAL RESPONSIBILITY): 2% OF PROFIT: FROM TRUST OR NGO’S

•

O&M COST: FROM SARVAJAL AND FROM CONSUMERS CHARGES

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECTS & PROPOSALS POLICY INTERVENTION TO CONTROL GROUND WATER EXTRACTION AND MONITOR GROUND WATER RECHARGE THROUGH RAIN WATER HARVESTING AND FORMULATING ONE GROUND WATER MONITORING CELL WHICH WILL MANAGE THE DATA, AWARE PEOPLE AND GIVE TECHNICAL GUIDANCE TO CITIZENS TO CONSTRUCT A RECHARGE STRUCTURE. • •

GW EXTRACTION RATE SHOULD BE LESS THAN RECHARGE RATE REGULATION ON BUILDING PERMISSION, RWH AND GW RECHARGE

•

POLICY INTERVENTION & REGULATION

• •

GROUND WATER MONITORING CELL DATA MANAGEMENT

•

STAKEHOLDER FROM PMC WATER MANAGEMENT BODY AND BUILDING DEPARTMENT (MONITORING) STAKEHOLDER FROM NGOS (MONITOR & TECHNICAL GUIDE, AWARENESS GENERATION) COMMUNITY (INVOLVEMENT & AWARENESS GENERATION)

• •

EMPHASIS ON PARTICIPATORY INFORMATION GATHERING, USE OF NON-FORMAL MEANS OF EDUCATION (AWARENESS), CAPACITY BUILDING AND SOCIAL MOBILIZATION

6. GROUND WATER MONITORING CELL INTERVENTION TO CONTROL GW EXTRACTION

WHO WILL DO IT?

HOW TO DO IT?

BENEFITS

1. CREATING PUBLIC AWARENESS

NGOS

PUBLIC GATHERING MEETING, TV, RADIO, NEWSPAPER ETC.

PARTICIPATORY GROUND WATER MANAGEMENT

2. IMPROVING HOME PLUMBING SYSTEM

CITIZENS

AWARENESS GENERATION

REDUCE OVER EXTRACTION OF GROUND WATER

3. REUSE AND RECYCLED WATER

•

PMC: AT PARKS AND AGRICULTURE CITIZENS

AWARENESS GENERATION

• •

REDUCTION IN GROUND WATER USAGE COST EFFECTIVE

PMC WILL INTRODUCE IT

PROVIDING INCENTIVES. THOSE WHO RECHARGE WELL STRUCTURE AND RAIN WATER HARVESTING STRUCTURE GET SOME % OF DISCOUNT IN WATER TARIFF

•

PEOPLE ARE ENCOURAGED TO HAVE RECHARGE WELL STRUCTURES AND HARVEST RAIN WATER SO THAT ULTIMATELY GROUND WATER QUALITY AND LEVEL WILL BE IMPROVED.

IMPROVE GROUND WATER LEVEL

• 4. BY INTRODUCING SUSTAINABLE WATER TARIFF

•

5. BY RAIN WATER HARVESTING

CITIZENS

BY PROVIDING FREE TECHNICAL GUIDANCE

•

ADMINISTRATIVE MEASURES

TECHNICAL SUPPORT

AWARENESS GENERATION

INCENTIVES

MAKE RWH COMPULSORY FOR ALL BUILDINGS HAVING AREA >250 SQFT

A SEPARATE TECHNICAL COMMITTEE GUIDE THE “CELL”

FIRSTLY ALL GOVERNMENT BUILDING SHOULD HAVE RESTRUCTURE STRUCTURES AS A PILOT AWARENESS GENERATION: DISTRIBUTE PAMPHLETS AND COORDINATION NGO

•

TO PROMOTE RWH BY “GROUND WATER MONITORING CELL”

NEW BUILDING PERMISSION ONLY IF IT HAS RAIN WATER HARVESTING STRUCTURE

REBATE OF 6% IN PROPERTY TAX FOR IMPLEMENTATION

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021

PROJECTS & PROPOSALS

PROJECT PHASE O & M PHASE ANNUAL REPORT PHASE

PHASING

MISCELLANEOUS PROJECTS & COSTING

* COST IN CRORE

PITHAMPUR INDUSTRIAL CITY| GROUND WATER RECHARGE| Anvita Jain| Sem III, 2nd Yr.| Maters in Urban Planning, 2019-2021