Bhilwara District, Rajasthan

क� द्र�यू�म भ जल बोड셍 जल संसाधन, नद� �वकास और गंगा संर�ण मंत्रालय भारत सरकार Central Ground Water Board Ministry of Water Resources, River Development and Ganga Rejuvenation Government of India

Report on AQUIFER MAPPING AND GROUND WATER MANAGEMENT Bhilwara District, Rajasthan

पि�चमी �ेत्र जयपुर Western Region, Jaipur CONTENTS

PART A

Technical Report of District Bhilwara, Rajasthan

Chapter I Page No. Introduction 6-15 1. 0 Introduction 6 1.1Objective 6 1.1 Scope of the study 6 1.2 Approach & Methodology 7 1.3 Study area details 7 1.4 Data Availability and adequacy 9 1.5 Data gap analysis 9 1.6 Rainfall spatial temporal & secular distribution 10 1.7 Geomorphology 11 1.8.1 Drainage 13 1.8.2 Soil distribution 14 1.9 Land use & cropping pattern 15 1.10 Irrigation 15 1.11 Prevailing water conservation/recharge practices 15 1.12 Geological frameworks 15 Chapter II Data collection and generation 2.0 Hydrogeology 20 2.1 Groundwater level 21 2.2 Pumping test 24

2.3 Groundwater quality 28 2.4 Geophysical Investigation 30 2.5 Exploratory wells 36 Chapter III Aquifer disposition 3.0 Aquifers of study area 43 3.1 Aquifer disposition in Bhilwara district 44 3.2 Groundwater exploration 49 3.3 Hydraulic characteristic of aquifers 49 Chapter IV Groundwater recourses 4.0 Dynamic ground water recourses 51 4.1Static recourses 54 4.2 Status of groundwater development 55 Chapter V Groundwater related issues 5.0 Identification of issues 56 5.1 Major issues 56 5.1.1 Depletion of water level 56 5.1.2 Quality problems 57 5.3.3 Water scarcity 58 Chapter VI Ground water management 6. 0 Management strategy 59 6.0.1 Supply side management 59 6.0.2 Demand side management 61 Chapter VII Conclusion and recommendation 7.0 Conclusion 66

7.1 Recommendation 67 7.2 anticipated benefits 67 PART B

Block wise Aquifer Maps and Management Plans of 8 Blocks of Bhilwara District 68-100

List of Tables Table1: Data gap analysis of Bhilwara District 12 Table 2: Major Geomorphic Units of Bhilwara district Table 3: Basin wise area of Bhilwara District 12 Table 4: Geological setup of Bhilwara District 12 Table 5: Hrdrolic characteristics of aquifers of Bhilwara. 12 Table 6: Loaction of CGWB wells 12 Table 7: Location of SGWB wells 12 Table 8 Groundwater resource, Draft and stage of development 12 Table 9:Potential area for recharge 12 Table-10 : Details of groundwater abstraction structures in Bhilwara 12 Table 11: Area Feasible and Volume Available for Artificial Recharge 12 Table 12: Recharge Structures Proposed 12 Table 13: Sprinkler Irrigation – Area proposed and Water Saving 12 Table14: Change in Cropping Pattern- Area proposed and Water Saving 12 Table No 15: Water saving by land leveling 12 Table 16: Expected Stage of Development with water savings 12

List of Figures

Fig.1 Index map of Bhilwara District 12 Fig 2 Hydrometeorology of Bhilwara District 12 Fig. 3 Geomorphology of Bhilwara District. 12 Fig.4 Geological setup of Bhilwara district. Fig.5 Lithologs of Boreholes Fig. 6 Regional lithology of Bhilwara District Fig .7 Aquifer map of Bhilwara district Fig.8 Pre monsoon water level of Bhilwara district Fig. 9 Pre monsoon water level of Bhilwara district Fig. 10: Decadal fluctuation of Ground water of Bhilwara district. Fig.11: Water table contour map of f Bhilwara district. Fig.12 Distribution of EC in Bhilwara district. Fig.13 Sub surface lithology inferred through VES Fig.14 Sub surface lithology inferred through VES along with litholog of Borehole Fig.15 Cross section along which VES has been conducted Fig.16 Cross section along AA, which VES has been conducted Fig.17 Cross section along BB’ which VES has been conducted Fig.18 Cross section along CC’ which VES has been conducted Fig.19 Cross section along DD’ which VES has been conducted Fig.20 Cross section along EE’ which VES has been conducted Fig.21 Cross section along EE’ which VES has been conducted Fig. 22 Principal aquifers system of Bhilwara Fig. 23 Principal aquifers saturation of Bhilwara Fig. 24 Fence diagram of Principal aquifers disposition in Bhilwara Fig. 25 Fence diagram of Principal aquifers disposition in Bhilwara Fig. 26 Cross section alongAA,Asind Block Fig 26 Cross section alongBB ,Shahpura Block

Fig. 27 Cross section alongCC ,Jahazpura Block Fig. 28 Cross section alongDD ,Jahazpura Block Fig. 29 Cross section along EE, Kotri Block Fig.30 Cross section along EE,Raipur & Mandal Block Fig.31 Cross section along FF,Raipur & Mandal Block Fig32 Net ground water availability verses Gross draft Fig.31 Hydrographs of Nagpura well Fig.32 Hydrographs of Pitakhera well Fig 33 Block wise aquifer distribution Annexure

I Data gap analysis of Bhilwara district 102-107 II Year wise mean annual rainfall at various rain gauge station of Bhilwara102-107

III Ground water level monitoring data 108-109

I V Decadal trend of groundwater in Bhilwara district 110 -111

V Chemical analysis result of collected sample during NHS (2014-15) 112-113

VI Details of VES conducted in Bhilwara district 114-127

VII Salient data of Borehole drilled by CGEB in Bhilwara 128-130

CHAPTER-I

INTRODUCTION

1. INTRODUCTION:

The entire Bhilwara district has been taken up under Phase-I of National aquifer mapping programme. During NAQUIM programme in Bhilwara district involves hydrogeological study, Geophysical study and chemical quality study of groundwater. Under NAQUIM whole existing database of aquifers has been used concurrently with the data generation and prepared the aquifer wise disposition to facilitate the aquifer management.

1.1 OBJECTIVE:

Various developmental activities over the years have adversely affected the groundwater regime in the state. There is a need for scientific planning in development of groundwater under different hydrogeological situation and to evolve effective management practices with involvement of community for better ground water governance. In view of emergent challenges in the ground water sector in the state there is an urgent need for comprehensive and realistic information pertaining to various aspects of groundwater resource available in different hydrogeological setting through a process of systematic data collection, compilation, data generation, analysis and synthesis. Hence, aquifer mapping of the study area is the need of the hour.

1.2 SCOPE OF THE STUDY:

Aquifer mapping can be understood as a scientific process wherein a combination of geological, Geophysical, hydrological and chemical fields and laboratory analyses are applied to characterized the quantity, quality, and sustainability of ground water in aquifers. Aquifer mapping is expected to improve our

understanding of the geological framework of aquifer, their hydrologic characteristics, water level in aquifer and how they changes over time and space and the occurrence of natural and anthropogenic contaminants that affect the portability of groundwater. Results of these studies will contribute significantly to resource management tools such as long term aquifer monitoring network and conceptual and quantitative regional groundwater flow models to be used by planners, policy makers and other stake holders. Aquifer mapping at appropriate scale can help to prepare, implement, and monitor the efficacy of various management interventions aimed at long term sustainability of our precious groundwater recourses, which in turn will help to achieve drinking water scarcity, improved irrigation facilities and sustainability of water resource in the state.

1.3 APPROACH & METHODOLOGY:

As mentioned above, aquifer mapping is an attempt to integrate the geological, Geophysical, hydrological and chemical field and laboratory analyses are applied to characterize the quality, quantity and sustainability of groundwater in aquifer. Under the National aquifer Prograrmme, it is proposed to generate Aquifer maps on 1:50000 scale, which basically aims at characterizing the aquifer geometry, behavior of groundwater levels and status of groundwater development in various aquifer system to facilitate planning of their suitable management. The major activities involved in this process include compilation of existing data, identification of data gaps, generation of data for feeling data gaps and preparation of different aquifer layers. The flow chart is as follow.

1.4 STUDY AREA DETAILS

The district is situated between 25001’ & 25058’ North latitude and 74001’ &75028’ East longitude covering geographical area of 10,455 sq km (Fig- 1).Bhilwara district is part of Ajmer Division. The district is divided into 4

7 subdivisions namely Bhilwara, Gulabpura, Mandalgarh & Shahpura and comprises of 12 tehsils & 11 blocks. Total number of villages in the district is 1834. Rural & Urban population of the district is 18,95,869 and 5,12,654 respectively. Decennial population growth rate of the district is 19.27% since 2011. The district is known for its textile industries and mineral wealth. Sex ratio (No. of females per 1000 males) is 966 and population density per sq kms 230. Index map of Bhilwara district is shown n Fig. 1.

Fig.1 Index map of Bhilwara District

1.5 DATA AVAILABILITY AND ADEQUACY:

Groundwater availability, monitoring (water level and chemical quality), exploration had been carried out by CGWB and state Ground Water Department. 37 (33 DW & 4 PZ) NHS have been monitored by CGWB, WR, Jaipur and 316 observation wells have been monitored by State GWD Govt. of Rajasthan 93 bore holes & 176 VES have been constructed & conducted by CGWB.

The data collected from State GWD and CGWB WR, Jaipur have been compiled and analyzed. It has been observed that validation and geo referencing of the location coordinates, lithologs and hydrogeological data is needed and State GWD data is lacking in aquifer parameters. Geophysical data collected needs geo referencing of the hydrogeological interpretations. It has been observed that available data are limited largely to State highways and main roads only. Hence, to get a clear 3-D hydrogeological geometry of the aquifer system and water level behaviour, there is need to generate more data by Groundwater Exploration, VES and to establish more numbers of monitoring stations for better understanding of the groundwater regime behavior in terms of both quantity and quality.

1.6 DATA GAP ANALYSIS:

Data collected from State GW agencies and CGWB has been brought to a standard format and integrated. location map have been prepared regarding groundwater monitoring, exploration, surface water and agriculture data. Based on these maps and hydrogeological conditions in the area Bhilwara District needs further data to be generated in the gaps. The summarized format of data gap analysis of entire district has been shown in the table no. 2. The complete data gap analysis of the district is separately enclosed as annexure-I

Table1: Data gap analysis of Bhilwara District Aquifer Exploratory Geophysical GW GW GW Quality GW Quality s data data monitoring monitoring AqI AqII (I& II) AqI AqII Re Exi G Re Exi Ga Re Exi Ga Re Exi Ga Re Exi G Re Exi G q. st. ap q. st. p q. st. p q. st. p q. st. ap q. st. ap 72 14 58 438 3 435 156 320 NR 73 14 59 156 320 NR 73 14 59

1.7 RAINFALL- SPATIAL, TEMPORAL AND SECULAR DISTRIBUTION:

Fig 2: Hydrometeorology of Bhilwara District

Mean annual rainfall (1977-2014) of the district is 665.8 mm whereas normal rainfall (1950 -80) is higher than average rainfall and placed at 683.2. Almost 95% of the total annual rainfall is received during the southwest monsoon, which enters the district in the last week of June and withdraws in the middle of September. 10

Probability of average annual rainfall exceeding 900 mm is only 10%. However, there is 90% probability that the average rainfall will be more than 400 mm. The probability of occurrence of mean annual rainfall is 45%. Drought analysis based on agriculture criteria indicates that the district is prone to mild and normal types of droughts. Occurrence of severe and very severe types of droughts is very rare. Average annual rainfall for last 10 years in the district is enclosed in annexure II. January is the coldest month with mean maximum and minimum temperatures being lowest at 22 0C & 7.3 0C. Temperature in summer month of June reaches up to 460C. There is drop in temperature due to onset of monsoon and rises again in the month of September. Atmosphere is generally dry except during the monsoon period. The humidity is highest in August with mean daily relative humidity at 80%. The annual 4 potential evapotranspiration in the district is 1495 mm and is the highest in the month of May (228 mm).The Hydrometeorological data of Bhilwara district are displayed in fig.2.

1.8 GEOMORPHOLOGY:

Bhilwara district consists of fairly open plains in the north and southeast with a few hillocks and undulating plains & hills in the south and north eastern part. Occasional inselberg, low lying hillocks and chains of ridges break the monotony of peneplained tract. The area of the district generally slopes gently except in western & northwestern part where slope is high. Geomorphological divisions of the district are given in Table 2.

Fig: 2 Geomorphology of Bhilwara District.

Table 2: Major Geomorphic Units of Bhilwara district Natural agencies Landform units Occurrence Along rivers- Khari, Masi, Alluvial Plain Banas, Kothari Small scattered patches in Fluvial Valley Fill east & west Along Berach River in Ravine south Scattered in entire district, Pediment mainly in east & west Denudational Almost entire district except Buried Pediment in east, southeast & north Intermontane Valley Scattered in east &

southeast Aeolian Sandy Plain North Structural Plateau Southeast Linear Ridges Near Jahazpur town In northwest & eastern part Hills Structural Hill of the district and Bhilwara town

1.8.1 DRAINAGE PATTERNS:

There are no perennial rivers in the district but small stream and streamlets are quite common in the district. The drainage pattern of the area reflects that drainage pattern is controlled by the various structural features of the district. The common drainage pattern are trellis and rectangular. Bhilwara district falls in the Banas (9157.2 sq km), Chambal (1164.9 sq km) & Luni basins (133.0 sq km). Breakup of the basin area falling in various blocks is given in Table-5.

Table 3: Basin wise area of Bhilwara District Area(Sq km) Sr. No Blocks Banas basin Chambal basin Luni basin 1 Asind 1161.3 0 133.0 2 Banera 725.3 0 0 3 Suwana 674.8 0 0 4 Hurda 962.2 0 0 5 Jahazpur 779.8 468.8 0 6 Kotri 686.8 0 0 7 Mandal 1156.5 0 0 8 Mandalgarh 668.4 696.1 0 9 Raipur 533.5 0 0

10 Sahara 494.9 0 0 11 Shahpura 1313.6 0 0 Total 9157.1 1164.9 133.0

Major River of the district is Banas, which flows in northeast to easterly direction. It enters near village Doodiya in Bhilwara tehsil in the west flowing towards east and takes an abrupt turn towards north-northeastern direction near Bigod downstream of the confluence with Berach River and again takes an easterly turn near Kanti and finally flows towards northeast till it enters Tonk district. Total length of the Banas River is 142 km in Bhilwara district. Channel pattern of Banas is sinuous and changes to more or less straight between Bigod and Rajamahal indicating structural control on the drainage pattern. Important tributaries are Berach, Kothari, Unli, Mendi, Nakadi, Chandrabhaga and Khari River. All these are ephemeral. The Drainage pattern map with the local relief of the district is shown on fig.4.

1.8.2 SOIL DISTRIBUTION:

Soils of the district are classified as follows: Clay loam or medium black: This type of soil is found in the hilly areas in the central parts of the district. Loam: This type of soil is found in the entire district. Sand and sandy loam: This type of soil is found mostly near the banks of rivers and nallahs. Loam pebbly & stony: These types of soils are met within the hilly areas of the eastern blocks of the district. 1.9 LAND USE AND CROPPING PATTERN:

Total forest area is 563.64 km. sq. And mainly cultivated land in the district is 4286.65 km. sq. while uncultivated land is 5162.35sq.km. 14

The major Kharif crops are bajra, jowar, pulses, maize and groundnut. Main Rabi crops are wheat, barley, gram and oilseeds. Cotton is an important cash crop that is grown in the district.

1.10 IRRIGATION

Net area under irrigation is 4286.65 sq. km of the total geographical area. There is no major minor irrigation project exists in the district. Dug wells are the prime source of irrigation in district whereas bore wells and tube wells are limited because of low discharge. Dug well and tube well together irrigate about (95.80%) of total cultivated area and rest 04.20% area is irrigated by canals, tanks and other source.

1.11 PREVAILING WATER CONSERVATION/ RECHARGE PRACTICES:

There are not so many types of conservation structures as prevailing in deserted area except anicuts because the area is occupied by hard rocks and most of the rainwater go outside of the area runoff.

1.12 GEOLOGICAL FRAMEWORKS:

Geologically Bhilwara Supergroup occupies major part of the district. The Vindhyan Supergroup represented by sandstone, shale and limestone is exposed in south-eastern part of the district along the great boundary fault. The Gogunda Group is exposed in extreme north-western part of the district and the Kumbhalgarh Group occupies small area in south-western part of the district, both belonging to Delhi Supergroup. The Aravalli Supergroup exposed in western part of the district is represented by Dovda Group. The geological setup of the Bhilwara district is depicted on the table no 4. The generalized geological map of Bhilwara district is shown in fig. 4.

The geological sequence worked out by G.S.I. is given as under:

Table 4: Geological setup of Bhilwara District.

Era/ Peiod Gelogical Group Lithology Cycle Quarternery - - Alluvium, blown sand Upper Vindhyan Bhander Shale, snadstone and limestone Proterozie Supergroup Group Delhi Kumbhalgarh Calc-Schist, gneisses, marble, garnet-boitite Super Group schust, migmatites Group Gogunda Quartzite, biotite schist, Calcschist, Group hornblende schist Aravalli Dovda Group Quartzite, dolomite marble, dolomite,

Super amphibolites, cals-sillicates rocks, biotite

Group schist, quartz-biotite gneiss and migmatites Igneous activity/Intrusives Dolerite dykes and sills Ranthambor quartzite, shales and slates Group Igneous Berach granite and gneisses Jahajpur granite

activity/

Intrusives Pur-Banera Calc-schist, gneisses, banded magnetite-

Group quaratzite, dolomitic marble, quartzite, ARCHEAN PROTHROZOIC garnet-mica schist and amphibolites Jahajpur Dolomite, Phyllite, Quartzite

Bhilwara Bhilwara Supergroup Group Hindoli Shales, slates, phyllites, metagrawacke, Group limestone, dolomite, quartzite, mica shist, meta basics, volcanics.

Mangalwar Migmatites, gneisses, mica schist, Complex garnetiferous mica schist, para-amphibolites silicified mica schist. Sandmata Para-gneisses, migmatites, pyroxene- Complex granulites, amphibolites, biotite-ultranatic rocks. Igneous Acidic and mafic bodies activity/ Intrusive

Fig.4: Geological setup of Bhilwara district.

Fig 5 : Lithologs of Boreholes

Based on erstwhile data of 80 nos. of bore holes at different location of Bhilwara district having depth 13 to 315 m have been taken up to prepared the modal diagram of geological setup of the study area.

Fig 6: Regional lithology of Bhilwara District

On the basis of the Lithologs data of Bhilwara district a 3-D modal of geological setup along with their water wearing capacity has been constructed.

CHAPTER-II

DATA COLLECTION AND GENERATION

2.0 HYDROGEOLOGY

The available literature of the study area revels the existence of two aquifer systems. First aquifer system of the study area is phreatic in nature and weathered formation. While second aquifer system of the area is not homogenous in nature and distributed as isolated parts of the area as form of fracture and shear zone.

Fig 7 : Aquifer map of Bhilwara district.

Weathered gneiss forms upper part of the bedrock in central part. Weathered gneiss with schist occupies most of the northern part under thin cover of alluvium. In schists, phyllites and slates, weathered zone extends to depth greater than in granites and gneisses. Muscovite schist often grades into gneiss. These have well- developed foliation and irregular joints and are intruded by granite, pegmatite and quartz veins. The contact between these intrusives and schists provides good channel for ground water circulation. Dug wells in Gangapur and Bhilwara area tapping gneiss and mica schist yield between 25 & 50 m3/day. Joints are well developed in amphibolites and in some porphyritic granites. The aquifer map of Bhilwara district is depicted in the fig .7.

2.1 GROUNDWATER LEVEL:

Water level monitoring was carried out at various location of the study area to know the groundwater regime behaviour. . The pre and post monsoon map of the study area was prepared on the basis of the groundwater monitoring of unconfined aquifers in the study area. Monitoring of semiconfind and confind aquifer has been carried out through piezometers installed at different location of the area. Ground water level data of Bhilwara district has been enclosed in annexure III.

Depth to water level as recorded in 28 NHS (2015) ranges from 3.13 to 30.80 m bgl and 1.45 to 28.89 m,bgl during pre-monsoon and post monsoon respectively. Mean of decadal water level for last 10 years has been worked out and presented in figure 9.In General the water level of the district ranges from 10 to 20 m bgl whereas in the south eastern part of the district specially in Small patch of Mandalgarh block water level ranges from 20 to 38 m bgl.The pre monsoon water water level of Bhilwara district is shown in fig.9.

Fig.8: Pre monsoon water level of Bhilwara district

Fig 9: Pre monsoon water level of Bhilwara district.

Fig 10: Decadal fluctuation of Ground water of Bhilwara district.

The general trend of hydrograph station of the Banera & Suwana blocks of Bhilwara district have been displayed on the fig.10 showing decline trend at the rate of 0.22 m/year and 0.28 m/ year respectively. The trend of different hydrograph station of the Bhilwara district is shown in Annexure-IV.

Fig.11: Water table contour map of f Bhilwara district.

Water table map has been prepeared on the basis of analysis of 37 nos key wells established in the different part of district. And usual flow of ground water is toward NW to SE.the general elevation of the water table ranges from 542 to 333 m above mean sea level. THE water table map of the district is shown on the fig.11.

2.2 PUMPING TESTS

In order to throw light the gaquifer characteristics, pumping test was carried out at different wells of |Bhilwara district by CGWB, the analyzed data of pumping test shows that transmissivity of aquifers varies from 8.08 to 3108 m2/day.

Table 5: Hrdrolic characteristics of aquifers of Bhilwara.

S. Location Coord Ty De De Zones Forma S Dis D Tra inates pe pth pth tapped tion W c. D ns. L N Lat. Long of dril con (mbgl) tapped (m (lp (m m2/ o. . led str. ) m) ) day w (m) (m) Fro T ell m o 1 Bhagthall 25°55 74°4 E 26. 26. 10 1 Allu - - - - a-I ’ 9’ W 20 20 19 6 2 6 2 Bhagthall 25°52 74°4 E 13. 12. 19 2 Allu 5.6 250 2.4 845 a-II ’ 9’ W 00 75 6 5 4 3 Baori 25°52 74°5 E 14. 14. 7 1 Allu 5.3 400 3.8 499 ’ 0’ W 50 00 1 2 0 4 Sanoaria 25°51 74°5 E 25. 20. 9 1 Allu 3.2 100 1.3 253 ’ 1’ W 14 00 8 3 1 6 3 5 Shibji Ka 25°50 74°5 E 14. 14. 6 1 Allu 7.9 137 1.4 258 Baag ’ 0’ W 69 75 4 0 2 3 1 6 Ganpatia 25°50 74°5 E 13. 13. 7 1 Allu 3.8 554 0.7 310 Khera ’ 7’ W 00 00 2 9 0 8 7 Phulia 25°50 74°5 E 16. 16. 6 1 Allu 2.2 187 2.2 158 ’ 8’ W 50 00 4 8 2 4 5 8 Rampura 25°50 74°5 E 21. 20. 11 1 Allu 8.1 114 1.2 250 ’ 0’ W 00 50 8 0 2 1 7 9 Jalindri-I 25°18 75°2 E 14. 14. Na Quartz 6.2 465 - - ’ 2’ W 00 00 ked ite 0

1 Jalindri-II 25°18 75°2 E 58. 58. Na Shale 5.5 122 6.7 230 0 ’ 2’ W 00 00 ked & 1 3 9 quartzi te 1 Kama 25°08 75°2 E 178 178 Na SST & 8.6 Ne - - 1 ’ 2’ W .00 .00 ked Shale 4 gl. 1 Tilaswa 25°03 75°1 E 124 124 Na SSt 4.1 122 6.3 229 2 ’30” 9’30” W .00 .00 ked 6 2 3 1 Sarana 25°11 75°0 E 153 153 Na Quartz 4.1 660 23. 50 3 ’ 2’ W .20 .20 ked ite 4 87 Phyllit e 1 V.S.P.N. 25°21 74°3 E 132 132 Na Schist 10. 484 26. 15. 4 Bhilwara ’30” 9’ W .00 .00 ked 95 55 61 1 Agarpura 25°20 74°4 E 179 179 Na Schist 14. 183 28. 8.0 5 ’45” 4’00” W .00 .00 ked Amphi 25 65 8 bolite 1 Pansal 25°21 74°3 E 178 178 Na Schist 16. Dry - - 6 ’20” 4’35” W .50 .50 ked 87 1 Suras 25°34 74°2 E 178 178 Na Calc. 32. Ne - - 7 ’40” 3’30” W .50 .50 ked Silicat 00 gl. e 1 Kirtipura 25°23 74°1 E 172 172 Na -do- 2.1 200 19. - 8 ’15” 5’00” W .30 .30 ked 5 12 1 Tapriya 25°12 74°3 E 174 174 Na Schist 5.5 60 50. - 9 Khera ’30” 7’00” W .00 .00 ked 5 (PY 44 T) 2 Belia 25°14 74°3 E 134 134 Na Schist 5.9 60 41. -

0 Kalan ’ 8’ W .00 .00 ked gneiss 2 (PY 00 T) 2 Gulab 25°53 74°3 E 200 200 Na Gneiss 14. 20 >4 - 1 Pura-I ’43” 7’54” W .40 .40 ked 20 (PY 0 T) 2 Khari 25°53 74°3 E 117 117 Na Gneiss 4.9 315 41. - 2 Kalamba ’59” 6’34” W .50 .50 ked 9 (PY 16 T) 2 Gulab 25°48 74°3 E 202 202 Na Gneiss - Dry - - 3 Pura – II ’02” 7’27” W .90 .90 ked 2 Lambia 25°34 74°3 E 172 172 13 1 Gneiss 7.4 82 36. - 4 Kalan ’74” 5’12” W .00 .00 13 5 5 (PY 60 0 1 T) 14 3 2 5 1 4 8 2 Mangrop 25°14 74°4 E 200 200 20 2 Gneiss 14. 65 27. - 5 ’74” 0’45” W .85 .85 18 5 05 (PY 40 9 1 T) 9 5 2 Amarpura 25 30 75 06 E 65. 65. Na Dolom 17. 830 6.3 - 6 24 54 W 60 60 ked ite 93 5 2 Kanti I 25 25 75 02 E 25. Na Dolom - 7 46 32 W 90 ked ite 2 Kanti II 25 25 75 02 E 187 187 Na Dolom 23. me -

8 46 32 W .60 .60 ked ite 00 agr e 2 Kheri 25 27 75 54 E 115 115 Na Schist 26. me - 9 41 45 W .40 .40 ked 90 agr e 3 Pancha 25 38 75 18 E 41. 41. Na Schist 12. 20 13. - 0 Ka Bara 08 07 W 20 20 ked 94 96 3 Pander 25 75 11 E 163 163 Na Schist 11. 50 - 1 3815 20 W .20 .20 ked 00 3 Amalda 25 29 75 09 E 22. Na Quartz - 2 31 08 W 90 ked ite 3 Gadoli 25 41 75 22 E 196 196 Na Schist 2.4 220 34. - 3 12 40 W .70 .70 ked 9 37 3 Sarsiya 25 34 75 13 E 144 144 Na Schist 7.7 120 - 4 48 47 W .40 .40 ked 1 3 Dhanao 26°50 74°5 S 13. - - Allu - - - - 5 ’ 3’ H 64

2.3 GROUNDWATER QUALITY:

Ground water quality is an important parameter to access the use of water for various purposes like drinking, domestic, or industrial usage. The water samples have been collected from different loation of Bhilwara district to evaluate the quality of water. 25 Nos of samples have been used. The entire analysis of water samples have been done in Chemical laboratory, CGWB,WR, Jaipur.Chemical quality data of water samples collected form different part of Bhilwara district have been enclosed in Annexure V.

2.3.1 ELECTRICAL CONDUCTANCE:

The EC of the Bhilwara district varies from 210 to 36248 mmhos/cm at 250C. Ground water quality in shallow aquifer is deteriorated in whole northen part of Asind and small part of Hurda blocks. Ground water in part of Shahpura block has saline in nature. Southern part of Suwana and Kotri block ground water isa laso brakish in nature. The chemical quality of the groundwater is shown in table 5.

Fig.11 Distribution of EC in Bhilwara district.

2.4 GEOPHYSICAL INVESTIGATION:

176 nos of Vertical electrical soundings were carried out in the different locations of the study area. The VES data collected during the field has been interpreted with the help of Master curve on the basis of curve matching technique. Through VES survey the layer parameter of each geoelectrical layers has been prepeared. The details of VES conducted in Bhilwara district is enclosed in Annexure VI.

The interpreted geo-electrical layer parameters of all the VES have been converted in terms of lithological layers. On the basis of low and high resistivity values they have been termed as weathered and hard rock. The weathered rock can also be considered as fractured or aquifer in hard rock. These inferred lithology of all VES have been incorporated in RockWork16 software and 3D lithological disposition model of inferred lithology have been prepared and have been presented in form of strip log, 3 D lithological map, fence diagram and geo-electrical cross sections. These maps have been shown in figure 4 to figure 15. The 3D lithological disposition model, Fence diagram and geo-electrical cross sections have clearly indicated the presence of weathered and hard rock sequence present in Bhilwara district.

Fig12 : Sub surface lithology inferred through VES

Fig13 : Sub surface lithology inferred through VES along with litholog of Borehole

The resistivity sounding curves obtained in the area are multi-layered in nature and represent H, A, HK or HKH type curves The interpreted true resistivity of the field VES curves indicates 3 to 6 subsurface geo-electrical layers in the depth range of 10.0 m bgl to 169 m bgl. The resistivity values of the sub-surface geo-electrical layers ranges from very low (5.0 Ohm-m) t o v e r y h i g h ( 5000 Ohm-m). The low resistivity value corresponds to deterioration in groundwater in saturated formation whereas the high resistivity value represents hard rock formation. The intermediate resistivity of the order of 40 – 200 ohm- m may corresponds to weathered / fractured formations which may be fo rming aquifer system whereas the resistivity of the order of 200 – 500 ohm-m may corresponds to dry unsaturated weathered/fractured hard rock formation. The 3D lithological disposition model, Fence diagram and geo-electrical cross sections, drawn on the basis of geo- electrical layer parameters, have clearly indicated the presence of weathered and hard rock sequence present in Bhilwara district.

Fig14 : Cross section along which VES has been conducted

Fig15 : Cross section along AA, which VES has been conducted

Fig16 : Cross section along BB’ which VES has been conducted

Fig17 : Cross section along CC’ which VES has been conducted

Fig18 : Cross section along DD’ which VES has been conducted

Fig19 : Cross section along EE’ which VES has been conducted

Fig20 : Cross section along FF’ which VES has been conducted

2.5 EXPLORATORY WELLS

Subsurface lithological formation uptp 200m depth from available drilling records of CGWB and SGWB has been tabulated.

Table 6: Loaction of CGWB wells

Location of Wells by CGWB

Sr. Total File Easting Northing No Block Depth 1 BAORI SHAHPURA 74.8458 25.8694 14.56 2 BHAGHTHALLA SHAHPURA 74.8208 25.8708 27 3 DHANOB SHAHPURA 74.8958 25.8417 18.64 GANPATIA 4 KHEDA SHAHPURA 74.9556 25.8422 13 PANCHAKA 5 BARA JAHAZPUR 75.3022 25.6356 41.2 6 PHULIA-II SHAHPURA 74.9594 25.8406 20 7 RAMPURA SHAHPURA 74.9994 25.8350 21 8 SANGARIA SHAHPURA 74.8667 25.8500 25.14 SHEO-JI-KA- 9 BAGH SHAHPURA 74.9456 25.8378 15.5

Table 7: Location of SGWB wells

Location of Wells by SGWB Northin TotalDept File Easting Sr. No Block g h 1 74.735 AGARPURA SUWANA 0 25.3361 45 74.728 2 AGUCHA HURDA 1 25.8219 73 MANDALGAR 75.138 3 AMARTIA H 9 25.1500 192 74.268 4 AMDALA MANDAL 9 25.5631 70 74.317 5 AMLI SAHARA 2 25.2961 40 74.478 6 ANTALI ASIND 6 25.8806 35 MANDALGAR 75.225 7 AROLI H 3 25.0750 49 74.336 8 ASIND ASIND 4 25.7281 60 74.275 9 ASPUR RAIPUR 0 25.4047 66 74.656 10 BABRANA BANERA 1 25.5208 80 74.289 11 BADNOR ASIND 7 25.8358 70 74.385 12 BAGORE MANDAL 8 25.3525 62

74.657 13 BALDAR KHAN BANERA 8 25.5211 78 74.607 14 BALIA KALAN SUWANA 8 25.2386 40 74.676 15 BANERA BANERA 7 25.5064 40 74.367 16 BANKLI MANDAL 2 25.4486 60 74.895 17 BARLIYAS KOTRI 3 25.2164 40 MANDALGAR 75.110 18 BARODIA H 0 25.2594 72 74.438 19 BHAGWANPURA MANDAL 6 25.5392 30 74.091 20 BHEETA RAIPUR 7 25.4708 70 74.573 21 BHILWARA SUWANA 6 25.3406 60 74.610 22 BHILWARA CITY SUWANA 6 25.3375 50 74.467 23 BHIMDIYAS MANDAL 5 25.5144 70 MANDALGAR 74.010 24 BIGOD H 0 25.2594 55 MANDALGAR 75.324 25 BIJOLIYA H 2 25.1544 315 75.005 26 CHAPPREL KOTRI 6 25.4850 75

74.480 27 DANTRA-H HURDA 8 25.8336 70 75.020 28 DANTRA-K KOTRI 8 25.5194 60 74.544 29 GAGEDA HURDA 7 25.8667 40 74.119 30 GEORIYA SAHARA 7 25.1950 66 74.658 31 GULABPURA HURDA 1 25.9103 50 74.153 32 GYANGARH MANDAL 6 25.6533 40 75.025 33 HAZIYAS KOTRI 8 25.4358 200 75.280 34 JAHAZPUR JAHAZPUR 6 25.6156 56 JALERI(RASADPURA MANDALGAR 75.225 35 ) H 3 25.0750 271 74.087 36 JHADOL RAIPUR 2 25.2650 40 74.304 37 JHOOMPURA SAHARA 4 25.2786 78 MANDALGAR 74.998 38 JOJWA H 1 25.2264 78 MANDALGAR 75.129 39 KACHOLA H 2 25.3961 70 74.502 40 KALIYAS ASIND 5 25.6767 50

74.901 41 KANECHAN KALAN SHAHPURA 7 25.7514 50 74.630 42 KANWALIYAS HURDA 8 25.7444 82 74.233 43 KAREDA MANDAL 6 25.5058 50 75.221 44 KHAJOORI JAHAZPUR 7 25.5814 200 74.795 45 KHAMOR SHAHPURA 0 25.7536 50 74.180 46 KOSHITHAL SAHARA 6 25.3119 73 74.902 47 KOTRI KOTRI 2 25.4008 40 74.553 48 MANDAL MANDAL 1 25.4486 50 74.638 49 MANDPHIYA SUWANA 3 25.2694 50 75.144 50 MANOHARPURA JAHAZPUR 4 25.4747 81 MANDALGAR 75.113 51 MANPURA H 3 25.2836 40 74.081 52 MOKHUNDA RAIPUR 9 25.3047 70 75.260 53 NARAYAN KHEDA RAIPUR 6 25.3567 69 NIMBAHEDA 74.496 54 MODKA ASIND 1 25.5833 50

75.187 55 PANDER JAHAZPUR 5 25.6222 60 74.340 56 PARASOLI ASIND 8 25.7808 70 74.998 57 PHOOLIA KALAN SHAHPURA 9 25.8186 60 74.500 58 PUR (MUJRAS) SUWANA 0 25.2994 40 74.918 59 RAGHUNATHPURA ASIND 3 25.6333 79 74.616 60 RAILA BANERA 7 25.6344 60 74.096 61 RAMA RAIPUR 7 25.3911 60 74.261 62 SARGAON SAHARA 4 25.0978 60 74.861 63 SAWAIPUR KOTRI 7 25.3064 60 74.923 64 SHAHPURA SHAHPURA 1 25.6333 36 74.102 65 SHIVPUR MANDAL 2 25.6808 75 74.656 66 SULTANGARH BANERA 7 25.5206 77 74.616 67 TAKHATPURA SUWANA 4 25.1450 40 75.092 68 TASWARIYA BAORI JAHAZPUR 2 25.6339 60

75.247 69 TITODA JAHAZPUR 8 25.3864 70 74.803 70 UDLIYAS KOTRI 9 25.3969 70 75.369 71 UNCHA JAHAZPUR 2 25.7500 73

CHAPTER-III

AQUIFER DISPOSITION

3.1 AQUIFERS OF THE STUDY AREA:

The major portion of the district is occupied by hard rocks comprising schist/Phyllite, Gniess, and sand/limestone. The aquifers of the district is mainly unconfined in nature and upper weatherd portion is constituting the prime aquifer in the area.The schist/Phyllite occupies nearly 4636 sq km. and gneiss covers 4057 sq km area whereas sand stone/lime stone covers 489 sq km area of the district. These aquifers serve as major groundwater reservoirs in the Bhilwara district.

Fig 21: Principal aquifers system of Bhilwara

3.2 AQUIFER DISPOSTION IN BHILWARA DISTRICT:

In order to delineate the disposition of aquifer in Bhilwara district, fence diagram and separate cross-section has been prepeared. The fence diagram preparation is based on the litological data of bore hole constructed by CGWB and state agencies in earlier periods. The disposition of aquifer is essential to determine the geometrical distribution of the individual aquifers in the area. The aquifer distreibution can be deciphered through various section and fence diagram prepeared in different orientation. The fence diagrams show that the only weathered formation upto depth of 47 m. is a single unconfined aquifer in the Bhilwara district. In addition secondary aquifers occur as isolated area of folding and faulting. The occurrence of second (Factured) is upto 100m. Since the study area as experienced polyphase deformation so second aquifer can be serve as excellent aquifer. The 3D modal of Aquifer saturation shows that the weathered/ Saturated thickness of aquifers vary from 1 to 47 m with an average of 8.59 m.

Fig 22: Principal aquifers saturation of Bhilwara

Fig 23: Fence diagram of Principal aquifers disposition in Bhilwara

Fig 24: Fence diagram of Principal aquifers disposition in Bhilwara

Fig 25: Cross section alongAA,Asind Block

Fig 26: Cross section alongBB ,Shahpura Block

Fig 27: Cross section alongCC ,Jahazpura Block

Fig 28: Cross section alongDD ,Jahazpura Block 47

Fig 29: Cross section along EE, Kotri Block

Fig30: Cross section along GG,Raipur & Mandal Block

Fig 31: Cross section alongFF, Suwana Block

3.3 GROUNDWATER EXPLORATION:

Several no of boreholes were constructed in different part of the district.In alluvium area depth is confined upto 20 m and yield varies from 250 to 1500 m3/day. In case of gneiss formation depth from 150 to 200m and yield of aquifer ranges from30 to 40 m3/day.Schist/Phyllite formation, depth of boreholes ranges from 150 to 200m whereas yields from 30 to 40m3/day. In case of dolomitic limestone/ Sand stone formation depth ranges of borehole varies from 120 to 200m and yield of aquifer ranges from 40 to 120 m3/day. The detailed exploration report of the Bhilwara district is enclosed in the Annexure VII.

3.4 HYDROLIC CHARACTERISTIC OF AQUIFERS :

49 and distributed as isolated parts of the area as form of fracture and shear zone. Aquifer-I is occurred upto depth of 46 m whereas Second aquifer occurs upto depth of 100 m beneath the ground surface. The aquifer yield in the district is very poor. Dug wells tapping amphibolite yield more (average yield 30 m3/day) as compared to wells in granitic gneiss. Phyllites and schists are predominating in the eastern parts of the district near Shakargarh, Amalda and Kachola towards north of Great Boundary Fault. These formations are intercalated with dolomitic limestone, quartzite and basic intrusive. Depth of wells tapping these formations varies from 15 to 50 m. Yield of wells varies from 30 to 45 m3/day. Dolomitic limestone is grey to light brown and compact at the surface. It forms aquifer in intercalations with slates and phyllites around Bagota, Laxmipura, Rampura, Amargarh, Dolpura, Kishangarh, Bakli, Bhajgarh, west of Banakhera, Mal Ka Khera, northeast of Mohanpura, Ladpura and RatiyaKhera. Depth of wells ranges from 15 to 35 m with yield from 50 to 60 m3/day. Quartzites are generally intercalated with phyllites and slates. These are brown coloured, hard and jointed. Thickness of weathered and fractured zone ranges from 10 to 30 m. Depth of dug wells is generally more than 20m. Yield of dug wells varies from 15 to 25 m3/day. Specific yield of schist/phyllite, gneiss, sandstone and limestone is 1.75%, 1.5%, 1.0% and 2.5% respectively.

The transmissivity of aquifer tapping alluvium confined to Banas River varies from 499 to 3108 m2/day whereas in hard rock areas in the district, it varies from 8.08 & 230 m2/daySandstone and shale are confined to Mandalgarh block. Dug wells are 3 to 30 m deep and yield water between 40 & 50 m3/day. Quaternary alluvium is confined to narrow valleys along the river and stream courses. The alluvium is generally shallow but whenever saturated forms good aquifer. Yield of the wells in alluvium ranges from 75 to 100 m3/day.

Chapter –IV

GROUNDWATER RESOURSES

4.1 DYNAMIC GROUND WATER RESOURCES:

Ground water resources have been reassessed jointly by Central Ground water Board and Ground Water Department, Rajasthan as on 31.3.2013 based on Ground Water Estimation Committee (1997). Total annually replenishable ground resource of the district has been assessed as 430.303 MCM and net annual ground water availability has been estimated as 430.303. Net annual ground water withdrawal for all uses has been estimated to be 602.7140 MCM with stage of ground water development at 140.07 %. All the blocks in the district are categorized under ‘Over-exploited’ category based on the situation of ground water usage. Block wise details of ground water resources and withdrawal are given in Table 8.

Appraisal of the dynamic recourses data of Bhilwara district shows that the Stage of ground water development in the district is 140.07%. Since the stage of ground water development has already crossed 100%, for sustainable utilization of water resources conjunctive use of surface and groundwater is inevitable. There is no scope of further development in the district for irrigation or industrial use.

Fig30: Net ground water availability verses Gross draft

Groundwater resources have been reassessed as on 31.3.2013 based on Groundwater Estimation Committee (1997) and are given in Table 6:

Table 8Groundwater resource, Draft and stage of development (as on 31.03.2013)

Table 1

BLOCK AREA TOTAL NET NET AGRICUL ANNUAL ALLOC. GROUND CATEGORY POTE NATURAL IN ANNUAL ANNUAL ANNUAL TURE GROSS FOR DOM WATER NTIAL DISCH. DOMST. STAGE Sq.Kms. G.W G.W G.W DRAFT DRAFT & IND.. AVAIL ZONE DURING & IND. OF G.W. RECH. AVAIL AVAIL IN MCM IN MCM REQ. ABILITY AREA NON DRAFT DEV. IN MCM ABILITY ABILITY AS ON FOR FUT. IN MONSOON IN MCM % IN MCM FOR IRRG. YEAR 2025 IRRG. DEV. Sq.Km. IN MCM IN MCM IN MCM IN MCM ASIND 1136.1 990.46 33.5979 3.7331 33.5979 30.9097 50.178 3.0899 53.2679 2.6882 0 158.55 OE BANERA 687.8 662.58 31.8262 3.4334 31.8262 29.5529 32.6376 2.7155 35.3531 2.2733 0 111.08 OE HURDA 621.8 612.76 23.6474 2.6275 23.6474 21.6602 27.9222 3.0124 30.9346 1.9872 0 130.82 OE JAHAZPUR 1089.7 865.87 49.0335 5.4482 49.0335 46.8982 73.545 3.9569 77.5019 2.1353 0 158.06 OE KOTRI 934 898.31 46.3498 4.3237 46.3498 44.7732 48.576 3.53403 52.11 1.5766 0.0364 112.43 OE MANDAL 1234.2 1155.95 46.8907 5.21 46.8907 43.3559 61.0974 4.5361 65.6335 3.5348 0 139.97 OE MANDALGARH 1499.1 1032.73 60.8411 6.76 60.8411 57.0802 76.4991 3.8181 80.3172 3.7609 0 132.01 OE RAIPUR 524.2 486.36 19.4584 2.162 19.4584 17.6918 31.6056 1.9117 33.5173 1.7666 0 172.25 OE SAHADA 653.9 634.69 20.2865 2.1562 20.2865 18.3786 27.7329 2.6579 30.3908 1.9079 0 149.81 OE SHAHPURA 1159.3 1125.13 54.4174 5.2138 54.4174 51.5494 72.6039 2.8796 75.4835 2.8680 0 138.71 OE SUWANA 914.9 890.01 43.954 4.8839 43.954 39.4833 56.9655 9.33741 68.2042 4.4707 0 155.17 OE G.TOTAL 10455 9354.85 430.303 45.9518 430.303 401.33 559.3632 41.4495 602.714 28.9695 0.0364 140.07 OE

4.2 STATIC RESOURCES:

In course of the aquifer mapping programme in study area, the available ground water recourses in aquifer has been computed. To compute the total available groundwater resource, a 3D modal of the study area has been created by using ROCKWORKS. The 3D modal has been prepared on the basis of the available data of lithologs as well as the VES survey carried out in the study area. In aquifer modal both phreatic as well as confined aquifer has been taken into account. The specific yield is poor with an average of 0.016 % and total available ground water recourses in water table aquifers are nearly 54.72 MCM. Block wise volume of water can be stored in the dewatered aquifer of the study area is summarized in the table 9.

Table 9:Potential area for recharge

Area of Potential Type of Area Sp Average DTW Thickness of Volume of sub Block Block area suitable Aquifer feasible for Yield (mbgl) NOV unsaturated surface storage space (Sq.km.) for recharge artificial 2013 zone 3 m below available for artificial (Sq.km.) recharge ground level (m) recharge (7*8*10) (Sq km) (MCM)

ASIND 1136.100 990.460 hard rock 990.460 0.015 13.120 10.120 150.352 BANERA 687.800 662.580 hard rock 662.580 0.015 6.340 3.340 33.195 HURDA 621.800 612.760 hard rock 612.760 0.015 4.850 1.850 17.004 JAHAZPUR 1089.700 865.870 hard rock 865.870 0.015 4.990 1.990 25.846 KOTRI 934.000 898.310 hard rock 898.310 0.018 7.320 4.320 67.912 MANDAL 1234.200 1155.950 hard rock 1155.950 0.018 5.510 2.510 50.775 MANDALGARH 1499.100 1032.730 hard rock 1032.730 0.015 4.780 1.780 27.574 RAIPUR 524.200 486.360 hard rock 486.360 0.015 10.720 7.720 56.320 SAHADA 653.900 634.690 hard rock 634.690 0.015 13.950 10.950 104.248 SHAHPURA 1159.300 1125.130 hard rock 1125.130 0.015 6.060 3.060 51.643 SUWANA 914.900 890.010 hard rock 890.010 0.015 10.080 7.080 94.519

4.3 STATUS OF GROUND WATER DEVELOPMENT Ground water development in the district is being done by dug wells, bore wells and dug cum bore wells. Dug wells with horizontal boring are also common. Diameter of dug well varies from 1 m to 6 m with depth ranging from 3 m to 40 m. Gneiss, schist, phyllite, slate, dolomitic limestone, sandstone, shale and alluvium form the aquifers in different parts of the district. Alluvial area is restricted to riverbeds. Ground water occurs under unconfined to semi-confined conditions. Depth and diameter of the dug wells and bore wells depend on formation and geomorphology. However, general depth of dug well and bore wells ranges from 10 to 30m and 150m respectively except in alluvial aquifer where depth of dug well ranges from 15 to 20 m. Details of groundwater abstraction structures are furnished in Table 10. Table-10 : Details of groundwater abstraction structures in Bhilwara

Yield of Depth (m) Diameter Discharge of Type of pump/Water Formation Dug well lifting devices Bore well (lpm) Dug well Bore well Dug well (m) Bore well (mm) (m3/day)

Alluvium 45-55 250-1500 20-25 15-20 4-5 200 (Tube well)

Granite 30-40 60-100 40-55 150-175 4-5 200 Gneiss

Phyllite/ 30-45 20-450 15-50 150 4-5 200 Submersible Schist /Centrifugal pump/ Bullock Dolomitic 50-60 20-500 15-25 150 4-5 200 Limestone

Quartzite 15-25 20-600 10-30 150 4-5 200

Sandstone 40-50 20-500 3-30 150 4-5 200 Shale

CHAPTER-V

GROUNDWATER RELATED ISSUES

5.1 IDENTIFICATION OF ISSUES:

As hydrogeological and aquifer disposition of the area revels that the whole district is occupied by the hard rock mainly gneiss, schist, granites and migmatites. The available interstical space for storage of the ground water is low. Yields of the well in study area are also very poor except few locations. As such the depth of weathered zone is generally restricted up to 30m, which control the occurrence and movement of groundwater. Deep-seated fractures below 100m are very rare. This causes reduction in the well yield drastically during the summers creating acute water shortage of domestic water supply. However, in selective areas located on structurally weak planes connected to some recharge source, wells continue to yield moderate quantity of water. Deeper levels are either devoid of water or of poor quality of ground water (brackish to saline). Alluvium occurs at limited places along the major drainage/ valley fills but has very shallow thickness. Thus the availability of surface as well as ground water is very scarce in low rainfall years & especially in summer months. Almost whole district is facing the problems of water paucity. There are 352 textile related industries located in Bhilwara and Gulabpura town. These industries consume huge quantity of water resulting in drinking water problem. Effluent is left untreated and allowed to mingle with ground water.

5.2 MAJOR ISSUES:

5.2.1 DEPLETION OF WATER LEVEL:

Resoures data of Bhilwara district indicates that All blocks fall in over-exploited category having stage of groundwater development more than 100 % which has been resulted due to depletion in water level. Long term analysis of hydrographs located at different place of Bhilwara district (2006 to 2015) shows the falling trend.

Fig31: Hydrographs of Nagpura well

Fig32: Hydrographs of Pitakhera well

5.2.2 QUALITY PROBLEMS:

5.2.2.1 SALINITY: Salinity is found beyond permissible limit in more than 40 % of samples collected from the district.

5.2.2.2 FLUORIDE: Fluoride content above permissible limit is found in 14 % of the samples collected from the district.

5.2.2.3 NITRATE: Nitrate content beyond permissible limit is found in the 17 % samples collected from the district.

5.2.3 WATER SCARCITY:

Almost entire district is facing problem of groundwater scarcity, though water supply from Bisalpur dam has solved drinking water problem to certain extent in urban areas. Over the greater part of the district occupied by hard formation, the well yields are very poor. As such the depth of weathered zone is generally restricted up to 50m, which control the occurrence and movement of groundwater. Deep-seated fractures below 100 m are very rare. This causes reduction in the well yield drastically during the summers creating acute water shortage of domestic water supply. However, in selective areas located on structural weak planes connected to some recharge source wells continue to yield moderate quantity of water. Deeper levels are either devoid of water or of poor quality of ground water (brackish to saline). Alluvium occurs at limited places along the major drainage/ valley fill and has shallow thickness. The well yield varies considerably year to year in different parts of the district and over the season. Thus the availability of surface as well as ground water is very scarce in low rainfall years & especially in summer months.

CHAPTER-VI

GROUND WATER MANAGEMENT

6.0 MANAGEMENT STRATIGY In order to gainful utilization and management of ground water resources and to control further decline in water levels, a management plan has been proposed. The management plan comprises two components- supply side management and demand side management. Since there is very little surplus surface water available in this district, very little intervention in the form of supply side management could be proposed.

6.0.1 SUPPLY SIDE MANAGEMENT The supply side management of ground water resources can be done through the artificial recharge of surplus runoff available within river sub basins and micro watersheds. Also it is necessary to understand the unsaturated aquifer volume available for recharge. The unsaturated volume of aquifer for the Ajmer district is computed based on following; the area feasible for recharge, unsaturated depth below 5 m bgl and the specific yield of the aquifer. The block-wise volume available for the recharge is given below in table 6.

Table 11: Area Feasible and Volume Available for Artificial Recharge Block Area of Area feasible Volume of sub Block for artificial surface storage space (Sq.km.) recharge (Sq available for artificial km) recharge (MCM) ASIND 1136.100 990.460 150.352 BANERA 687.800 662.580 33.195 HURDA 621.800 612.760 17.004 JAHAZPUR 1089.700 865.870 25.846 KOTRI 934.000 898.310 67.912 MANDAL 1234.200 1155.950 50.775 MANDALGARH 1499.100 1032.730 27.574

RAIPUR 524.200 486.360 56.320 SAHADA 653.900 634.690 104.248 SHAHPURA 1159.300 1125.130 51.643 SUWANA 914.900 890.010 94.519 Total 10455 9354.85 679.3894758

It can be seen that sufficient volume within de- saturated aquifer is available for artificial recharge in this district. The total unsaturated volume available is 679 MCM and it ranges from 17 MCM in Hurda block to 150 MCM in Asind block. However, adequate surplus surface water is not available to recharge this volume. The basin wise and watershed wise surplus surface water availability at 75% dependability level was obtained from the Water Resources Department of Govt. of Rajasthan for calculation of surplus surface water. The available surplus runoff can be utilized for artificial recharge through construction of recharge shafts in existing ponds and Percolation tanks at suitable location. The number of Recharge Shaft is decided based on the number of suitable ponds available within the zone. If still some surplus remains unallocated, than few Percolation tanks are proposed at suitable locations. Thus, the entire surplus available cannot be utilized in some areas where suitable ponds for recharge shaft of suitable locations for percolation tanks are not available. Besides, the areas with shallow water levels (less than 5 m bgl) are also to be excluded. After taking into consideration all the factors, the surplus of 77.39 MCM has been calculated for Bhilwara district which can be utilized for recharge. The usage of this surplus in various types of recharge structures is given in table 7. By taking surplus of 0.035 MCM for each recharge shaft, 843 No. of recharge shafts can be constructed in existing ponds. No Percolation tanks are proposed in this district due to non-availability of extra surplus water after allocation for recharge shafts. Part B.

Table 12: Recharge Structures Proposed

Block Zone surplu Surplu No. of No of Remainin No. of No. Surpl No ARE s s RS RS g Surplus PT of PT us for of A (sq. availa availa 0.03 possi water for (Round possi Farm Far km.) ble in ble ins MCM/ ble in Recharge ed off ble in pond m the zone RS block and to block Pon Zone as per (as Conservat nearest d (in the per ion integer Mm3) water water ) level bodie s) Asind 0 0 0 0 0 0 0 0 0 Banera 0 0 0 0 0 0 0 0 0 Hurda 0 0 0 0 0 0 0 0 0 1086. 26.666 20.672 689 114 17.25 86 38 9.6 192 Jahazpur 82 4 1 Kotri 656.8 5.8254 4.6603 155 155 0 0 0 0 0 Mandal 0 0 0 0 0 0 0 0 0 80 Mandalg 994.0 33.893 25.372 846 214 18.96 95 75 4 0 arh 4 9 9 Raipur 6.24 0.0553 0.0553 2 2 0 0 0 0 0 544.0 4.8253 4.8253 161 154 0.21 1 1 0 0 Sahara 4 Shahpur 85.53 0.7586 0.7586 25 25 0 0 0 0 0 a 604.8 5.3648 5.3648 179 179 0 0 0 0 0 Suwana 6 3978. Total 33 77.39 61.71 2057 843 36.42 182 114 13.60 272

6.0.2 DEMAND SIDE MANAGEMENT Though not much augmentation can be done through supply side management due to less availability of surplus water, applying the techniques of demand side management can save large amount of water. Demand side management has been proposed through three interventions – use of sprinkler irrigation in the areas where rabi crop is being irrigated through ground water, changing the more water intensive wheat crop to gram (chick pea) and Land leveling.

6.0.2.1 SPRINKLER IRRIGATION Based on the data vailable by Agriculture Department, Government of Rajasthan, it has been worked out that about 92 MCM/year can be saved by application of Sprinkler Irrigation in about 50% of the area irrigated by ground water. This can be achieved by bringing 114605 ha area under sprinkler irrigation. The district wise area, proposed to be brought under sprinkler irrigation, is given in table 8 below. Table 13: Sprinkler Irrigation – Area proposed and Water Saving Irrigated Area (ha) proposed Water Saving Irrigated Block for by sprinkler in Area (ha) irrigation mcm through sprinkler Asind 16747 8374 6.70 Banera 13852 6926 5.54 Hurda 13379 6690 5.35 Jahazpur 24164 12082 9.67 Kotri 25354 12677 10.14 Mandal 22048 11024 8.82 Mandalgarh 39651 19826 15.86 Raipur 9600 4800 3.84 Sahara 13618 6809 5.45 Shahpura 26792 13396 10.72 Suwana 24005 12002 9.60 Total 229209 114605 92

7.0.2.2 CHANGE IN CROPPING PATTERN The major Rabi crop in this district is wheat. It is estimated that cultivating gram rather than wheat in these districts can save additional 110 MCM/year of water. The district wise saving, if crop is changed from wheat to gram, is given in table 9 below.

Table14: Change in Cropping Pattern- Area proposed and Water Saving

Irrigated Area Water Saving by Irrigated (ha) under wheat change in Block Area (ha) proposed for cropping pattern Gram cultivation in mcm @0.1 m Asind 16747 6345 6.34 Banera 13852 6015 6.02 Hurda 13379 5944 5.94 Jahazpur 24164 10943 10.94 Kotri 25354 12220 12.22 Mandal 22048 11878 11.88 Mandalgarh 39651 21226 21.23 Raipur 9600 4556 4.56 Sahara 13618 5869 5.87 Shahpura 26792 11225 11.23 Suwana 24005 13361 13.36 Total 229209 109581 110

7.0.2.3 Land Leveling:

Due to lack of thick surface soil cover and occurrence outcrops of hard rock at almost part of the area reveals that the water saving by land leveling is insignificant. But at few locations mainly near the streams/ streamlet bank have thick soil cover may be used as water saving by land leveling. In Bhilwara district 2 MCM water can be saved by land leveling.

Table No 15: Water saving by land leveling Water Irrigated Saving Area (ha) by land Irrigated Block proposed levelling Area (ha) for land in mcm levelling @0.02 m Asind 16747 837 0.17 Banera 13852 693 0.14 Hurda 13379 669 0.13

Jahazpur 24164 1208 0.24 Kotri 25354 1268 0.25 Mandal 22048 1102 0.22 Mandalgarh 39651 1983 0.40 Raipur 9600 480 0.10 Sahara 13618 681 0.14 Shahpura 26792 1340 0.27 Suwana 24005 1200 0.24 Total 229209 11460 2

6.0.3 Water Saving Considerable saving of ground water can be achieved if the proposed supply side and demand side management plans are implemented. With the implementation of supply side management, additional 77.39 MCM/year can be recharged. It can be seen that not much augmentation in ground water resources can be achieved through artificial recharge due to constraints of availability of surplus/non-committed surface water. However, considerable improvement in ground water situation can be achieved with implementation of demand side management plans.These interventions may progressively lead to further improvement in ground water situation over the years. A table giving district wise details of ground water recharged and saved, along with expected improvement in stage of ground water development is given in table 10. Table 16: Expected Stage of Development with water savings

Existin Saving Additional Total Net g G.W of Recharge G.W. Net G.W. Draft Ground Present Projecte from RWH Availabilit Block Availabilit for all water Net GW stage of d stage & y after y (mcm) purpos through draft after G.W. of G.W. conservatio interventio e projects intervention developme Dev. (in n (mcm) n (mcm) (mcm) (mcm) s (mcm) nt (%) %)

53.267 13.0433 119.723 34 0 Asind 33.60 9 9 40.22451 158.5453 3

35.353 11.5560 74.7718 0 Banera 32 31.83 1 5 23.79705 111.0818 9

30.934 11.2953 83.0504 0 Hurda 24 23.65 6 4 19.63926 130.8161 2

77.501 20.6086 89.5900 14 Jahazpur 49 63.50 9 4 56.89326 158.0591 9

22.3610 59.9631 3 Kotri 46 49.61 52.11 4 29.74896 112.4277 8

65.633 20.6966 95.8331 0 Mandal 47 46.89 5 8 44.93682 139.9713 2

Mandalgar 80.317 37.0866 54.9992 18 h 61 78.60 2 1 43.23059 132.0114 7

33.517 8.39624 128.844 0 Raipur 19 19.50 3 6 25.12105 172.2511 9

30.390 11.3157 80.6072 3 Sahara 20 23.66 8 2 19.07508 149.808 9

75.483 21.9417 1 Shahpura 54 54.95 5 5 53.54175 138.7121 97.44

68.204 22.9631 94.8264 4 Suwana 44 47.71 2 3 45.24107 155.1718 8

602.71 201.264 89.0590 Total 430 43 473 4 6 401.4494 141.7141 8

CHAPTER VII

CONCLUSION AND RECOMMENDATION

7.0 CONCLUSION During preparation of NAQUIM report of Bhilwara district, data from various sources have been used and incorporate with the available database of CGWB. To determine the quality of groundwater of study area 37 nos of wells (33 Dug+4 Pz) were used. Data gap analysis study of the area shows that 72 nos of exploratory well upto 200 m depth is essential to determine the geometrical configuration of groundwater reservoirs in Bhilwara district. Of Which 14 nos of exploratory wells are available and 58 nos of well has to be drilled. Data gap analysis of geophysical investigation shows that 438 nos. of VES is necessary in different part of Bhilwara district of which 3 nos of VES data upto depth of 200 m is available and 435 nos. of VES has to be carried out in the Bhilwara district. But in later stage 176 nos of VES surveys have been carried out in mission mode.

Mean anuual rainfall (1977 - 2014) of study area is 667.8m. Total forest cover of the Bhilwara district is 563.64 sq km and cultivated area and uncultivated area of Bhilwara district are 4286.65 and 5162.32 respectively.

To portrait the 3 D picture of aquifer 80 nos. of Borehole data along with lithology are taken into account. The depth of bore hole used for preparation of modal diagram of the study area ranges from 13 m to 315 m. The water level data of Bhilwara district varies from 3.13 to 30.80mbgl (Pre-Monsoon 2015)and 1.45 to 28.89 mbgl (Post-Monsoon 2015). Decadal trend of Bhilwara district shows falling trend at the rate of 0.22 m/yr to 0.28 m/yr. On the basis of water level data of different monitoring station of the study area, water table contour map has been prepared which shows the general flow of groundwater is toward NW-SE with general elevation is 542 to 333mamsl. The discharge of aquifers varies from place to place ranges from meager to 1223 whereas the transmissivity ranges from 8.08 to 3108 m2/day. In order to fulfill the data gap in Bhilwara district 176 nos of VES have been carried out. The interpretation of VES data indicates that majority of curves are multilayer in nature as H, A, HK, HKH type. The generalized range of the resistivty in respect of litounits of Bhilwara district can be categrixed into two major classes. Class-Ist lithounits having resistivity ranges from 40 to 200 ohm-m shows the weathered as well as fractured formation. Class-II lithounits having resistivity ranges fro m 200 to 500 ohm-m revels dry formation.

Based on the modal analysis of aquifer system of Bhilwara area shows that there is a single major water table aquifer system existed up to depth of 47 m. The occurrence of second aquifers is confined in isolated patches of study area.

Ground water recourses data of the area shows that net groundwater availability is 430.303 MCM and draft for all users is 602.714 MCM. Stage of groundwater development of study area is 140.07 and all blocks are classified under over exploited category.

The major groundwater related problem of the study area is inherent groundwater salinity, drastic depletion of the water level. In addition fluoride and nitrate contamination is also occurred as isolated patches.

Groundwater managemwent study of area shows that 679 MCM volumes are available in aquifer for the groundwater recharge. 77.39 MCM water recharge can be done by the supply side management. Whereas demand side management can also be done by using several interventions like Use of sprinklers (water saving 92 MCM), Change in cropping pattern from wheat to gram (water saving 110 MCM) and through land leveling (water saving 2 MCM ). If all those above mention plan is used for ground water management and augment than anticipated satge of the district would be 89.05 % while at present ,stage of groundwater development is 142%

7.1 RECOMMENDATION

Based on the hydro geological, hydro chemical and geophysical data of the study area and applying management plan for sustainable development of aquifers it can be recommended that 843 nos. of recharge shaft near water body ,114 nos of pond tank and 272 nos. of form pond should be constructed for the recharge of available surplus surface runoff.

7.2 ANTICIPATED BENEFITS If all above recharge measures would be applied in the study area for ground water enhancement that problem of quality of available water will be considerable decreased as well as depletion of ground water also be minimized and district will be come in the safe category.

PART B BLOCK WISE AQUIFER MAPS AND MANAGEMENT PLANS OF 11 BLOCKS OF BHILWARA DISTRICT

Aquifer Management Plan of Asind Block, Bhilwara District, Salient District Bhilwara Information Block Asind Geographical Area (km2 ) 1136.1 Hilly Area (Sq.km) 143.44 Saline Area (Sq.km) Potential Area (Sq.km) 990.46 Climate & Climate Semi Arid Rainfall Ground Water Aquifer Characteristics: Poor groundwater aquifers due Inadequate Issues to compact and impervious nature. space for groundwater recharge

Aquifer System Aquifer Disposition Alluvium followed by hard rocks Geology Shist/Phyllite / Gniess

Maximum Depth to which the Aquifer encountered 130.00

Type of Aquifer Unconfined

Thickness of Aquifer (Utilisable) 4.96 Hydraulic Characters (sp.yield%) 0.02

Water Level Depth to Water Level (m BGL) 13.12 Behaviour, DTW (m) Trend (m/yr) 0.25

Ground Water General Fresh - Saline Quality

Electrical Conductivity (microS/cm) 1090-6150

Chloride 78-1619 Nitrate 2.00-60 Fluoride 0.9-5 Groundwater Total annual ground water recharge(mcm) 33.60 Resources Natural discharge during non-monsoon season(mcm) 3.73

Net ground water availability(mcm) 33.60 Existing gross ground water draft for irrigation(mcm) 50.18

Existing gross ground water draft for domestic & 3.09 industrial uses(mcm) Existing gross ground water draft for all uses(mcm) 53.27

Allocation for domestic & industrial requirement(mcm) 2.69

Net ground water availability for future irrigation 0.00 development(mcm) State of ground water dvelopment 158.55 Category OE Management Options (A) Supply Side Space Available for Recharge Management Area of Block (Sq.km.) 1136.10 Potential area suitable for recharge (Sq.km.) 990.46 Type of Aquifer hard rock Area feasible for artificial recharge (Sq km) 990.46 Sp Yield 0.02 Average DTW (m bgl) 13.12 Thickness of unsaturated zone 3 m below ground level 10.12 (m) Volume of sub surface storage space available for 150.35 artificial recharge (MCM)

Surplus Runoff Availability Surplus available i (MCM) 0.00 Surplus available ins zone as per the water level (in 0.00 Mm3)

Recharge Shafts Proposed in existing water bodies 0.00

Percolation Tanks Proposed 0.00 (B) Demand side Use of Advanced Irrigation Practices to be promoted Management (i)Use of Sprinklers Total Irrigated Area (ha) 16747.14 Irrigated Area (ha) proposed for irrigation through 8373.57 sprinkler Water Saving by Use of Sprinklers 6.70 (ii)Change in Cropping pattern 6.34 Irrigated Area under wheat (ha) 16747.14 Irrigated Area (ha) under wheat proposed for Gram 6344.54 cultivation Expected Net G.W. Availability (MCM) 33.60 Benefits after interventions Additional Recharge from RWH & water 0.00 conservation (MCM) Total Net G.W. Availability after intervention (MCM) 33.60

Existing G.W Draft for all purpose (MCM) 53.27 Saving of Ground water through demand side interventi 13.04 on (MCM) Net GW draft after interventions (MCM) 40.22 Present stage of G.W. development ( in %) 158.55 Expected stage of G.W. Dev. ( in %) 119.72 Other Alternate water Sources available,if any Interventions proposed, if any Regulation and Control measures to be implemented To be notified

Aquifer Management Plan of Banera Block, Bhilwara District Salient Information District Bhilwara Block Banera Geographical Area (km2 ) 687.8 Hilly Area (Sq.km) 17.9 Saline Area (Sq.km) Potential Area (Sq.km) 662.58 Climate & Rainfall Climate Semi Arid Ground Water Aquifer Characteristics: Poor groundwater aquifers Inadequate Issues due to compact and impervious nature. space for groundwat er recharge

Aquifer System Aquifer Disposition Alluvium followed by hard rocks Geology Shist/Phylli te/ Gniess

Maximum Depth to which the Aquifer encountered 130.00

Type of Aquifer Unconfine d Thickness of Aquifer (Utilisable) 5.01 Hydraulic Characters (sp.yield%) 0.02

Water Level Depth to Water Level (m BGL) 6.34 Behaviour, DTW (m) Trend (m/yr) 0.50

Ground Water General Fresh Quality Electrical Conductivity (microS/cm) 2490.00

Chloride 412.00 Nitrate 210.00

Fluoride 1.10 Groundwater Total annual ground water recharge(mcm) 31.83 Resources Natural discharge during non-monsoon 3.43 season(mcm) Net ground water availability(mcm) 31.83 Existing gross ground water draft for 32.64 irrigation(mcm) Existing gross ground water draft for domestic & 2.72 industrial uses(mcm) Existing gross ground water draft for all uses(mcm) 35.35

Allocation for domestic & industrial 2.27 requirement(mcm) Net ground water availability for future irrigation 0.00 development(mcm) State of ground water dvelopment 111.08 Category OE Management Options (A) Supply Side Space Available for Recharge Management Area of Block (Sq.km.) 687.80 Potential area suitable for recharge (Sq.km.) 662.58 Type of Aquifer hard rock Area feasible for artificial recharge (Sq km) 662.58 Sp Yield 0.02 Average DTW (m bgl) 6.34 Thickness of unsaturated zone 3 m below ground 3.34 level (m) Volume of sub surface storage space available for 33.20 artificial recharge (MCM)

Surplus Runoff Availability Surplus available i (MCM) 0.00 Surplus available ins zone as per the water level (in 0.00 Mm3) Recharge Shafts Proposed in existing water bodies 0.00

Percolation Tanks Proposed 0.00 (B) Demand side Use of Advanced Irrigation Practices to be Management promoted

(i)Use of Sprinklers Total Irrigated Area (ha) 13852.31 Irrigated Area (ha) proposed for irrigation through 6926.15 sprinkler Water Saving by Use of Sprinklers 5.54 (ii)Change in Cropping pattern 6.02 Irrigated Area under wheat (ha) 13852.31 Irrigated Area (ha) under wheat proposed for Gram 6015.13 cultivation Expected Benefits Net G.W. Availability (MCM) 31.83 after interventions Additional Recharge from RWH & water 0.00 conservation (MCM) Total Net G.W. Availability after intervention (MC 31.83 M) Existing G.W Draft for all purpose (MCM) 35.35 Saving of Ground water through demand side interv 11.56 ention (MCM) Net GW draft after interventions (MCM) 23.80 Present stage of G.W. development ( in %) 111.08 Expected stage of G.W. Dev. ( in %) 74.77 Other Interventions Alternate water Sources available,if any proposed, if any Regulation and Control measures to be implemented To be notified

Aquifer Management Plan of Hurda Block, Bhilwara District

Salient District Information Bhilwara Block Hurda Geographical Area (km2 ) 621.8 Hilly Area (Sq.km) 4.2 Saline Area (Sq.km) Potential Area (Sq.km) 612.76 Climate & Climate Rainfall Semi Arid Ground Water Aquifer Characteristics: Poor groundwater aquifers Inadequate Issues due to compact and impervious nature. space for groundwater recharge

Aquifer Aquifer Disposition Alluvium System followed by hard rocks Geology Gniess

Maximum Depth to which the Aquifer encountered 150.00

Type of Aquifer Unconfined

Thickness of Aquifer (Utilisable) 6.76 Hydraulic Characters (sp.yield%) 0.02

Water Level Depth to Water Level (m BGL) 4.85 Behaviour, DTW (m) Trend (m/yr) 0.64

Ground Water General Fresh - Quality Saline Electrical Conductivity (microS/cm) 1210-3980

Chloride 209-882 Nitrate 12.00-70 Fluoride 1.8-5.20 Groundwater Total annual ground water recharge(mcm) 23.65 Resources Natural discharge during non-monsoon season(mcm) 2.63

Net ground water availability(mcm) 23.65 Existing gross ground water draft for 27.92 irrigation(mcm) Existing gross ground water draft for domestic & 3.01 industrial uses(mcm) Existing gross ground water draft for all uses(mcm) 30.93

Allocation for domestic & industrial 1.99 requirement(mcm) Net ground water availability for future irrigation 0.00 development(mcm) State of ground water dvelopment 130.82 Category OE Management Options (A) Supply Side Space Available for Recharge Management Area of Block (Sq.km.) 621.80 Potential area suitable for recharge (Sq.km.) 612.76 Type of Aquifer hard rock Area feasible for artificial recharge (Sq km) 612.76 Sp Yield 0.02 Average DTW (m bgl) 4.85 Thickness of unsaturated zone 3 m below ground 1.85 level (m) Volume of sub surface storage space available for 17.00 artificial recharge (MCM)

Surplus Runoff Availability Surplus available i (MCM) 0.00 Surplus available ins zone as per the water level (in 0.00 Mm3) Recharge Shafts Proposed in existing water bodies 0.00

Percolation Tanks Proposed 0.00 (B) Demand Use of Advanced Irrigation Practices to be promoted side Management (i)Use of Sprinklers Total Irrigated Area (ha) 13379.07 Irrigated Area (ha) proposed for irrigation through 6689.53 sprinkler Water Saving by Use of Sprinklers 5.35 (ii)Change in Cropping pattern 5.94 Irrigated Area under wheat (ha) 13379.07 Irrigated Area (ha) under wheat proposed for Gram 5943.71 cultivation Expected Net G.W. Availability (MCM) 23.65 Benefits after interventions Additional Recharge from RWH & water 0.00 conservation (MCM) Total Net G.W. Availability after intervention (MC 23.65 M) Existing G.W Draft for all purpose (MCM) 30.93 Saving of Ground water through demand side interve 11.30 ntion (MCM) Net GW draft after interventions (MCM) 19.64 Present stage of G.W. development ( in %) 130.82 Expected stage of G.W. Dev. ( in %) 83.05 Other Alternate water Sources available,if any Interventions proposed, if any Regulation and Control measures to be implemented To be notified

Aquifer Management Plan of Jahazpur Block, Bhilwara District Salient District Information Bhilwara Block Jahazpur Geographical Area (km2 ) 1089.7 Hilly Area (Sq.km) 217.73 Saline Area (Sq.km) Potential Area (Sq.km) 865.87 Climate & Climate Rainfall Semi Arid Ground Water Aquifer Characteristics: Poor groundwater aquifers Inadequate Issues due to compact and impervious nature. space for groundwater recharge

Aquifer System Aquifer Disposition Alluvium followed by hard rocks Geology Shist/Phyllit e

Maximum Depth to which the Aquifer encountered 120.00

Type of Aquifer Unconfined

Thickness of Aquifer (Utilisable) 4.29 Hydraulic Characters (sp.yield%) 0.02

Water Level Depth to Water Level (m BGL) 4.99 Behaviour, DTW (m) Trend (m/yr) 0.56

Ground Water General Fresh - Quality Saline Electrical Conductivity (microS/cm) 1050-8490

Chloride 89-2411 Nitrate 6.0-195 Fluoride 0.42-1.85

Groundwater Total annual ground water recharge(mcm) 49.03 Resources Natural discharge during non-monsoon season(mcm) 5.45

Net ground water availability(mcm) 49.03 Existing gross ground water draft for 73.55 irrigation(mcm) Existing gross ground water draft for domestic & 3.96 industrial uses(mcm) Existing gross ground water draft for all uses(mcm) 77.50

Allocation for domestic & industrial 2.14 requirement(mcm) Net ground water availability for future irrigation 0.00 development(mcm) State of ground water dvelopment 158.06 Category OE Management Options (A) Supply Side Space Available for Recharge Management Area of Block (Sq.km.) 1089.70 Potential area suitable for recharge (Sq.km.) 865.87 Type of Aquifer hard rock Area feasible for artificial recharge (Sq km) 865.87 Sp Yield 0.02 Average DTW (m bgl) 4.99 Thickness of unsaturated zone 3 m below ground 1.99 level (m) Volume of sub surface storage space available for 25.85 artificial recharge (MCM)

Surplus Runoff Availability Surplus available i (MCM) 26.66 Surplus available ins zone as per the water level (in 20.67 Mm3) Recharge Shafts Proposed in existing water bodies 114.00

Percolation Tanks Proposed 38.00 (B) Demand side Use of Advanced Irrigation Practices to be promoted Management (i)Use of Sprinklers

Total Irrigated Area (ha) 24164.29 Irrigated Area (ha) proposed for irrigation through 12082.15 sprinkler Water Saving by Use of Sprinklers 9.67 (ii)Change in Cropping pattern 10.94 Irrigated Area under wheat (ha) 24164.29 Irrigated Area (ha) under wheat proposed for Gram 10942.92 cultivation Expected Net G.W. Availability (MCM) 49.03 Benefits after interventions Additional Recharge from RWH & water 14.47 conservation (MCM) Total Net G.W. Availability after intervention (MC 63.50 M) Existing G.W Draft for all purpose (MCM) 77.50 Saving of Ground water through demand side interve 20.61 ntion (MCM) Net GW draft after interventions (MCM) 56.89 Present stage of G.W. development ( in %) 158.06 Expected stage of G.W. Dev. ( in %) 89.59 Other Alternate water Sources available,if any Interventions proposed, if any Regulation and Control measures to be implemented To be notified

Aquifer Management Plan of Kotri Block, Bhilwara District Salient District Information Bhilwara Block Kotri Geographical Area (km2 ) 937 Hilly Area (Sq.km) 29.58 Saline Area (Sq.km) Potential Area (Sq.km) 898.31 Climate & Rainfall Climate Semi Arid Ground Water Aquifer Characteristics: Poor groundwater Inadequate Issues aquifers due to compact and impervious nature. space for groundwater recharge Aquifer System Aquifer Disposition Alluvium followed by hard rocks Geology Shist/Phyllite/ Gniess Maximum Depth to which the Aquifer 127.00 encountered Type of Aquifer Unconfined

Thickness of Aquifer (Utilisable) 5.02 Hydraulic Characters (sp.yield%) 0.02

Water Level Depth to Water Level (m BGL) 7.32 Behaviour, DTW (m) Trend (m/yr) 0.27

Ground Water General Fresh - Saline Quality Electrical Conductivity (microS/cm) 1460-2970

Chloride 160-476 Nitrate 78-440 Fluoride 0.4-1.10 Groundwater Total annual ground water recharge(mcm) 46.35 Resources Natural discharge during non-monsoon 4.32 season(mcm) Net ground water availability(mcm) 46.35

Existing gross ground water draft for 48.58 irrigation(mcm) Existing gross ground water draft for domestic 3.53 & industrial uses(mcm) Existing gross ground water draft for all 52.11 uses(mcm) Allocation for domestic & industrial 1.58 requirement(mcm) Net ground water availability for future 0.04 irrigation development(mcm) State of ground water dvelopment 112.43 Category OE Management Options (A) Supply Side Space Available for Recharge Management Area of Block (Sq.km.) 937.00 Potential area suitable for recharge (Sq.km.) 898.31 Type of Aquifer hard rock Area feasible for artificial recharge (Sq km) 898.31 Sp Yield 0.02 Average DTW (m bgl) 7.32 Thickness of unsaturated zone 3 m below 4.32 ground level (m) Volume of sub surface storage space available 67.91 for artificial recharge (MCM)

Surplus Runoff Availability Surplus available i (MCM) 5.82 Surplus available ins zone as per the water level 4.66 (in Mm3) Recharge Shafts Proposed in existing water 155.00 bodies Percolation Tanks Proposed 0.00 (B) Demand side Use of Advanced Irrigation Practices to be Management promoted (i)Use of Sprinklers Total Irrigated Area (ha) 25353.83 Irrigated Area (ha) proposed for irrigation 12676.92 through sprinkler Water Saving by Use of Sprinklers 10.14 (ii)Change in Cropping pattern 12.22

Irrigated Area under wheat (ha) 25353.83 Irrigated Area (ha) under wheat proposed for 12219.51 Gram cultivation Expected Benefits Net G.W. Availability (MCM) 46.35 after interventions Additional Recharge from RWH & water 3.26 conservation (MCM) Total Net G.W. Availability after intervention ( 49.61 MCM) Existing G.W Draft for all purpose (MCM) 52.11 Saving of Ground water through demand side int 22.36 ervention (MCM) Net GW draft after interventions (MCM) 29.75 Present stage of G.W. development ( in %) 112.43 Expected stage of G.W. Dev. ( in %) 59.96 Other Alternate water Sources available,if any Interventions proposed, if any Regulation and Control measures to be To be notified implemented

Aquifer Management Plan of Mandal Block, Bhilwara District Salient District Information Bhilwara Block Mandal Geographical Area (km2 ) 1234.2 Hilly Area (Sq.km) 50.2 Saline Area (Sq.km) Potential Area (Sq.km) 1155.95 Climate & Rainfall Climate Semi Arid Ground Water Aquifer Characteristics: Poor groundwater Inadequate Issues aquifers due to compact and impervious nature. space for groundwater recharge Aquifer System Aquifer Disposition Alluvium followed by hard rocks Geology Shist/Phyllit e/ Gniess Maximum Depth to which the Aquifer 130.00 encountered Type of Aquifer Unconfined

Thickness of Aquifer (Utilisable) 5.21 Hydraulic Characters (sp.yield%) 0.02

Water Level Depth to Water Level (m BGL) 5.51 Behaviour, DTW (m) Trend (m/yr) 0.14

Ground Water General Fresh Quality Electrical Conductivity (microS/cm) 1000.00

Chloride 74.00 Nitrate 40.00 Fluoride 3.20 Groundwater Total annual ground water recharge(mcm) 46.89 Resources Natural discharge during non-monsoon 5.21 season(mcm) Net ground water availability(mcm) 46.89

Existing gross ground water draft for 61.10 irrigation(mcm) Existing gross ground water draft for domestic 4.54 & industrial uses(mcm) Existing gross ground water draft for all 65.63 uses(mcm) Allocation for domestic & industrial 3.53 requirement(mcm) Net ground water availability for future 0.00 irrigation development(mcm) State of ground water dvelopment 139.97 Category OE Management Options (A) Supply Side Space Available for Recharge Management Area of Block (Sq.km.) 1234.20 Potential area suitable for recharge (Sq.km.) 1155.95 Type of Aquifer hard rock Area feasible for artificial recharge (Sq km) 1155.95 Sp Yield 0.02 Average DTW (m bgl) 5.51 Thickness of unsaturated zone 3 m below 2.51 ground level (m) Volume of sub surface storage space available 50.78 for artificial recharge (MCM)

Surplus Runoff Availability Surplus available i (MCM) 0.00 Surplus available ins zone as per the water level 0.00 (in Mm3) Recharge Shafts Proposed in existing water 0.00 bodies Percolation Tanks Proposed 0.00 (B) Demand side Use of Advanced Irrigation Practices to be Management promoted (i)Use of Sprinklers Total Irrigated Area (ha) 22047.70 Irrigated Area (ha) proposed for irrigation 11023.85 through sprinkler Water Saving by Use of Sprinklers 8.82 (ii)Change in Cropping pattern 11.88

Irrigated Area under wheat (ha) 22047.70 Irrigated Area (ha) under wheat proposed for 11877.60 Gram cultivation Expected Benefits Net G.W. Availability (MCM) 46.89 after interventions Additional Recharge from RWH & water 0.00 conservation (MCM) Total Net G.W. Availability after intervention ( 46.89 MCM) Existing G.W Draft for all purpose (MCM) 65.63 Saving of Ground water through demand side in 20.70 tervention (MCM) Net GW draft after interventions (MCM) 44.94 Present stage of G.W. development ( in %) 139.97 Expected stage of G.W. Dev. ( in %) 95.83 Other Alternate water Sources available,if any Interventions proposed, if any Regulation and Control measures to be To be implemented notified

Aquifer Management Plan of Mandalgarh Block, Bhilwara District Salient District Information Bhilwara Block Mandalgarh Geographical Area (km2 ) 1499.1 Hilly Area (Sq.km) 456.15 Saline Area (Sq.km) Potential Area (Sq.km) 1032.73 Climate & Climate Rainfall Semi Arid Ground Water Aquifer Characteristics: Poor groundwater Inadequate Issues aquifers due to compact and impervious nature. space for groundwater recharge Aquifer System Aquifer Disposition Alluvium followed by hard rocks Geology Shist/Phyllite /Lime stone Maximum Depth to which the Aquifer 152.00 encountered Type of Aquifer Unconfined

Thickness of Aquifer (Utilisable) 8.22 Hydraulic Characters (sp.yield%) 0.02

Water Level Depth to Water Level (m BGL) 4.78 Behaviour, DTW (m) Trend (m/yr) 0.14

Ground Water General Fresh Quality Electrical Conductivity (microS/cm) 295-1315

Chloride 24-142 Nitrate 6-160 Fluoride 0.3-1 Groundwater Total annual ground water recharge(mcm) 60.84 Resources Natural discharge during non-monsoon 6.76 season(mcm)

Net ground water availability(mcm) 60.84 Existing gross ground water draft for 76.50 irrigation(mcm) Existing gross ground water draft for domestic 3.82 & industrial uses(mcm) Existing gross ground water draft for all 80.32 uses(mcm) Allocation for domestic & industrial 3.76 requirement(mcm) Net ground water availability for future 0.00 irrigation development(mcm) State of ground water dvelopment 132.01 Category OE Management Options (A) Supply Side Space Available for Recharge Management Area of Block (Sq.km.) 1499.10 Potential area suitable for recharge (Sq.km.) 1032.73 Type of Aquifer hard rock Area feasible for artificial recharge (Sq km) 1032.73 Sp Yield 0.02 Average DTW (m bgl) 4.78 Thickness of unsaturated zone 3 m below 1.78 ground level (m) Volume of sub surface storage space available 27.57 for artificial recharge (MCM)

Surplus Runoff Availability Surplus available i (MCM) 33.89 Surplus available ins zone as per the water level 25.37 (in Mm3) Recharge Shafts Proposed in existing water 214.00 bodies Percolation Tanks Proposed 75.00 (B) Demand Use of Advanced Irrigation Practices to be side promoted Management (i)Use of Sprinklers Total Irrigated Area (ha) 39651.20 Irrigated Area (ha) proposed for irrigation 19825.60 through sprinkler

Water Saving by Use of Sprinklers 15.86 (ii)Change in Cropping pattern 21.23 Irrigated Area under wheat (ha) 39651.20 Irrigated Area (ha) under wheat proposed for 21226.13 Gram cultivation Expected Net G.W. Availability (MCM) 60.84 Benefits after interventions Additional Recharge from RWH & water 17.76 conservation (MCM) Total Net G.W. Availability after intervention ( 78.60 MCM) Existing G.W Draft for all purpose (MCM) 80.32 Saving of Ground water through demand side in 37.09 tervention (MCM) Net GW draft after interventions (MCM) 43.23 Present stage of G.W. development ( in %) 132.01 Expected stage of G.W. Dev. ( in %) 55.00 Other Alternate water Sources available,if any Interventions proposed, if any Regulation and Control measures to be To be implemented notified

Aquifer Management Plan of Raipur Block, Bhilwara District Salient District Information Bhilwara Block Raipur Geographical Area (km2 ) 524.2 Hilly Area (Sq.km) 32.97 Saline Area (Sq.km) Potential Area (Sq.km) 486.36 Climate & Climate Rainfall Semi Arid Ground Aquifer Characteristics: Poor groundwater Inadequate Water aquifers due to compact and impervious nature. space for Issues groundwater recharge Aquifer Aquifer Disposition Alluvium System followed by hard rocks Geology Gniess Maximum Depth to which the Aquifer 150.00 encountered Type of Aquifer Unconfined

Thickness of Aquifer (Utilisable) 6.87 Hydraulic Characters (sp.yield%) 0.02

Water Level Depth to Water Level (m BGL) 10.72 Behaviour, DTW (m) Trend (m/yr) 0.54

Ground General Fresh Water Quality Electrical Conductivity (microS/cm) 1322-2140

Chloride 213-373 Nitrate 5.00-26 Fluoride 0.7-1.4 Groundwat Total annual ground water recharge(mcm) 19.46 er Resources

Natural discharge during non-monsoon 2.16 season(mcm) Net ground water availability(mcm) 19.46 Existing gross ground water draft for 31.61 irrigation(mcm) Existing gross ground water draft for domestic & 1.91 industrial uses(mcm) Existing gross ground water draft for all 33.52 uses(mcm) Allocation for domestic & industrial 1.77 requirement(mcm) Net ground water availability for future irrigation 0.00 development(mcm) State of ground water dvelopment 172.25 Category OE Managemen t Options (A) Supply Side Space Available for Recharge Managemen t Area of Block (Sq.km.) 524.20 Potential area suitable for recharge (Sq.km.) 486.36 Type of Aquifer hard rock Area feasible for artificial recharge (Sq km) 486.36 Sp Yield 0.02 Average DTW (m bgl) 10.72 Thickness of unsaturated zone 3 m below ground 7.72 level (m) Volume of sub surface storage space available for 56.32 artificial recharge (MCM)

Surplus Runoff Availability Surplus available i (MCM) 0.06 Surplus available ins zone as per the water level 0.05 (in Mm3) Recharge Shafts Proposed in existing water 2.00 bodies Percolation Tanks Proposed 0.00 (B) Demand Use of Advanced Irrigation Practices to be side promoted Managemen

90 t

(i)Use of Sprinklers Total Irrigated Area (ha) 9599.55 Irrigated Area (ha) proposed for irrigation 4799.77 through sprinkler Water Saving by Use of Sprinklers 3.84 (ii)Change in Cropping pattern 4.56 Irrigated Area under wheat (ha) 9599.55 Irrigated Area (ha) under wheat proposed for 4556.43 Gram cultivation Expected Net G.W. Availability (MCM) 19.46 Benefits after intervention s Additional Recharge from RWH & water 0.04 conservation (MCM) Total Net G.W. Availability after intervention (M 19.50 CM) Existing G.W Draft for all purpose (MCM) 33.52 Saving of Ground water through demand side inte 8.40 rvention (MCM) Net GW draft after interventions (MCM) 25.12 Present stage of G.W. development ( in %) 172.25 Expected stage of G.W. Dev. ( in %) 128.84 Other Alternate water Sources available,if any Interventio ns proposed, if any Regulation and Control measures to be To be implemented notified

Aquifer Management Plan of Sahara Block, Bhilwara District Salient District Information Bhilwara Block Sahara Geographical Area (km2 ) 653.9 Hilly Area (Sq.km) 10.63 Saline Area (Sq.km) Potential Area (Sq.km) 634.69 Climate & Rainfall Climate Ground Water Aquifer Characteristics: Poor groundwater Inadequate Issues aquifers due to compact and impervious nature. space for groundwater recharge Aquifer System Aquifer Disposition Alluvium followed by hard rocks Geology Schist/ Phyllite Maximum Depth to which the Aquifer 140.00 encountered Type of Aquifer Unconfined

Thickness of Aquifer (Utilisable) 5.97 Hydraulic Characters (sp.yield%) 0.02

Water Level Depth to Water Level (m BGL) 13.95 Behaviour, DTW (m) Trend (m/yr) 0.35

Ground Water General Fresh Quality Electrical Conductivity (microS/cm) 1270-2300

Chloride 99-312 Nitrate 3.00-180 Fluoride 1.1-2.5 Groundwater Total annual ground water recharge(mcm) 20.29 Resources Natural discharge during non-monsoon 2.16 season(mcm) Net ground water availability(mcm) 20.29

Existing gross ground water draft for 27.73 irrigation(mcm) Existing gross ground water draft for domestic & 2.66 industrial uses(mcm) Existing gross ground water draft for all 30.39 uses(mcm) Allocation for domestic & industrial 1.91 requirement(mcm) Net ground water availability for future irrigation 0.00 development(mcm) State of ground water dvelopment 149.81 Category OE Management Options (A) Supply Side Space Available for Recharge Management Area of Block (Sq.km.) 653.90 Potential area suitable for recharge (Sq.km.) 634.69 Type of Aquifer hard rock Area feasible for artificial recharge (Sq km) 634.69 Sp Yield 0.02 Average DTW (m bgl) 13.95 Thickness of unsaturated zone 3 m below ground 10.95 level (m) Volume of sub surface storage space available for 104.25 artificial recharge (MCM)

Surplus Runoff Availability Surplus available i (MCM) 4.83 Surplus available ins zone as per the water level 4.82 (in Mm3) Recharge Shafts Proposed in existing water bodies 154.00

Percolation Tanks Proposed 1.00 (B) Demand side Use of Advanced Irrigation Practices to be Management promoted (i)Use of Sprinklers Total Irrigated Area (ha) 13617.51 Irrigated Area (ha) proposed for irrigation through 6808.75 sprinkler Water Saving by Use of Sprinklers 5.45 (ii)Change in Cropping pattern 5.87

Irrigated Area under wheat (ha) 13617.51 Irrigated Area (ha) under wheat proposed for 5868.72 Gram cultivation Expected Benefits Net G.W. Availability (MCM) 20.29 after interventions Additional Recharge from RWH & water 3.38 conservation (MCM) Total Net G.W. Availability after intervention (M 23.66 CM) Existing G.W Draft for all purpose (MCM) 30.39 Saving of Ground water through demand side inter 11.32 vention (MCM) Net GW draft after interventions (MCM) 19.08 Present stage of G.W. development ( in %) 149.81 Expected stage of G.W. Dev. ( in %) 80.61 Other Alternate water Sources available,if any Interventions proposed, if any Regulation and Control measures to be To be implemented notified

Aquifer Management Plan of Shahpura Block, Bhilwara District Salient District Information Bhilwara Block Shahpura Geographical Area (km2 ) 1159.3 Hilly Area (Sq.km) 3.21 Saline Area (Sq.km) Potential Area (Sq.km) 1125.13 Climate & Climate Rainfall Ground Water Aquifer Characteristics: Poor groundwater aquifers Inadequate Issues due to compact and impervious nature. space for groundwat er recharge Aquifer System Aquifer Disposition Alluvium followed by hard rocks Geology Shist/Phylli te/ Gniess

Maximum Depth to which the Aquifer encountered 135.00

Type of Aquifer Unconfine d Thickness of Aquifer (Utilisable) 5.73 Hydraulic Characters (sp.yield%) 0.02

Water Level Depth to Water Level (m BGL) 6.06 Behaviour, DTW (m) Trend (m/yr) 0.18

Ground Water General Fresh - Quality Saline Electrical Conductivity (microS/cm) 1070-7450

Chloride 85-2457 Nitrate 25.00-30 Fluoride 1.00-4.1 Groundwater Total annual ground water recharge(mcm) 54.42

Resources Natural discharge during non-monsoon 5.21 season(mcm) Net ground water availability(mcm) 54.42 Existing gross ground water draft for 72.60 irrigation(mcm) Existing gross ground water draft for domestic & 2.88 industrial uses(mcm) Existing gross ground water draft for all uses(mcm) 75.48

Allocation for domestic & industrial 2.87 requirement(mcm) Net ground water availability for future irrigation 0.00 development(mcm) State of ground water dvelopment 138.71 Category OE Management Options (A) Supply Side Space Available for Recharge Management Area of Block (Sq.km.) 1159.30 Potential area suitable for recharge (Sq.km.) 1125.13 Type of Aquifer hard rock Area feasible for artificial recharge (Sq km) 1125.13 Sp Yield 0.02 Average DTW (m bgl) 6.06 Thickness of unsaturated zone 3 m below ground 3.06 level (m) Volume of sub surface storage space available for 51.64 artificial recharge (MCM)

Surplus Runoff Availability Surplus available i (MCM) 0.76 Surplus available ins zone as per the water level 0.76 (in Mm3) Recharge Shafts Proposed in existing water bodies 25.00

Percolation Tanks Proposed 0.00 (B) Demand side Use of Advanced Irrigation Practices to be Management promoted (i)Use of Sprinklers Total Irrigated Area (ha) 26791.82

Irrigated Area (ha) proposed for irrigation through 13395.91 sprinkler Water Saving by Use of Sprinklers 10.72 (ii)Change in Cropping pattern 11.23 Irrigated Area under wheat (ha) 26791.82 Irrigated Area (ha) under wheat proposed for Gram 11225.02 cultivation Expected Net G.W. Availability (MCM) 54.42 Benefits after interventions Additional Recharge from RWH & water 0.53 conservation (MCM) Total Net G.W. Availability after intervention (MC 54.95 M) Existing G.W Draft for all purpose (MCM) 75.48 Saving of Ground water through demand side inter 21.94 vention (MCM) Net GW draft after interventions (MCM) 53.54 Present stage of G.W. development ( in %) 138.71 Expected stage of G.W. Dev. ( in %) 97.44 Other Alternate water Sources available,if any Interventions proposed, if any Regulation and Control measures to be To be implemented notified

Aquifer Management Plan of Suwana Block, Bhilwara District Salient District Information Bhilwara Block Suwana Geographical Area (km2 ) 914.9 Hilly Area (Sq.km) 21.14 Saline Area (Sq.km) Potential Area (Sq.km) 890.01 Climate & Rainfall Climate Ground Water Aquifer Characteristics: Poor groundwater Inadequate Issues aquifers due to compact and impervious space for nature. groundwater recharge Aquifer System Aquifer Disposition Alluvium followed by hard rocks Geology Shist/Phyllite/ Gniess

Maximum Depth to which the Aquifer 132.00 encountered Type of Aquifer Unconfined

Thickness of Aquifer (Utilisable) 5.18 Hydraulic Characters (sp.yield%) 0.02

Water Level Depth to Water Level (m BGL) 10.08 Behaviour, DTW (m) Trend (m/yr) 0.54

Ground Water General Fresh - Saline Quality Electrical Conductivity (microS/cm) 1070-5530

Chloride 86-1408 Nitrate 13.00-70 Fluoride 1.5-5.50 Groundwater Total annual ground water recharge(mcm) 43.95 Resources Natural discharge during non-monsoon 4.88 season(mcm)

Net ground water availability(mcm) 43.95 Existing gross ground water draft for 56.97 irrigation(mcm) Existing gross ground water draft for domestic 9.34 & industrial uses(mcm) Existing gross ground water draft for all 68.20 uses(mcm) Allocation for domestic & industrial 4.47 requirement(mcm) Net ground water availability for future 0.00 irrigation development(mcm) State of ground water dvelopment 155.17 Category OE Management Options (A) Supply Side Space Available for Recharge Management Area of Block (Sq.km.) 914.90 Potential area suitable for recharge (Sq.km.) 890.01 Type of Aquifer hard rock Area feasible for artificial recharge (Sq km) 890.01 Sp Yield 0.02 Average DTW (m bgl) 10.08 Thickness of unsaturated zone 3 m below 7.08 ground level (m) Volume of sub surface storage space available 94.52 for artificial recharge (MCM)

Surplus Runoff Availability Surplus available i (MCM) 5.36 Surplus available ins zone as per the water 5.36 level (in Mm3) Recharge Shafts Proposed in existing water 179.00 bodies Percolation Tanks Proposed 0.00 (B) Demand side Use of Advanced Irrigation Practices to be Management promoted (i)Use of Sprinklers Total Irrigated Area (ha) 24004.58 Irrigated Area (ha) proposed for irrigation 12002.29 through sprinkler Water Saving by Use of Sprinklers 9.60

(ii)Change in Cropping pattern 13.36 Irrigated Area under wheat (ha) 24004.58 Irrigated Area (ha) under wheat proposed for 13361.29 Gram cultivation Expected Benefits Net G.W. Availability (MCM) 43.95 after interventions Additional Recharge from RWH & water 3.76 conservation (MCM) Total Net G.W. Availability after intervention ( 47.71 MCM) Existing G.W Draft for all purpose (MCM) 68.20 Saving of Ground water through demand side i 22.96 ntervention (MCM) Net GW draft after interventions (MCM) 45.24 Present stage of G.W. development ( in %) 155.17 Expected stage of G.W. Dev. ( in %) 94.83 Other Alternate water Sources available,if any Interventions proposed, if any Regulation and Control measures to be To be notified implemented

100

Fig 33 Block wise aquifer distribution

101

Annexure

Annexure I Data Gap analysis of Bhilwara District Exploratory data Geophysical data GW monitoring AqI GW monitoring AqII GW Quality AqI GW Quality AqII Quadrant Aqu Req. Exist. Gap Req. Exist. Gap Req. Exist. Gap Req. Exist. Gap Req. Exist. Gap Req. Exist. Gap

45K/02-1B Aq2H 1 0 1 2 0 2 1 1 0 1 0 1 1 1 0 1 0 1 45K/02-2B Aq1H 0 0 0 3 0 3 1 3 0 0 0 0 1 3 0 0 0 0 45K/02-3B Aq1H 0 0 0 2 0 2 1 2 0 0 0 0 1 2 0 0 0 0 45K/03-1B Aq1H 0 0 0 3 0 3 1 3 0 0 0 0 1 3 0 0 0 0 45K/03-2B Aq2H 1 0 1 3 0 3 1 5 0 1 0 1 1 5 0 1 0 1 45K/03-3B Aq1H 0 0 0 3 0 3 1 4 0 0 0 0 1 4 0 0 0 0 45K/04-1B Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45K/04-2B Aq1H 0 0 0 2 0 2 1 1 0 0 0 0 1 1 0 0 0 0 45K/01-3C Aq2H 1 0 1 3 0 3 1 0 1 1 0 1 1 0 1 1 0 1 45K/02-1C Aq1H 0 0 0 2 0 2 1 3 0 0 0 0 1 3 0 0 0 0 45K/02-2C Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45K/02-3C Aq1H 0 0 0 3 0 3 1 3 0 0 0 0 1 3 0 0 0 0 45K/03-1C Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45K/03-2C Aq1H 0 0 0 3 0 3 1 2 0 0 0 0 1 2 0 0 0 0 45K/03-3C Aq2H 0 0 0 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45K/04-1C Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45K/04-2C Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45K/04-3C Aq1H 0 0 0 3 0 3 1 0 1 0 0 0 1 0 1 0 0 0 45K/05-3A Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45K/06-1A Aq2H 1 0 1 3 0 3 1 0 1 1 0 1 1 0 1 1 0 1 45K/06-2A Aq1H 0 0 0 3 0 3 1 3 0 0 0 0 1 3 0 0 0 0 45K/06-3A Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1

102

45K/07-1A Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45K/07-2A Aq2H 1 1 0 3 0 3 1 3 0 1 1 0 1 3 0 1 1 0 45K/07-3A Aq1H 0 0 0 3 0 3 1 5 0 0 0 0 1 5 0 0 0 0 45K/08-1A Aq2H 1 0 1 3 0 3 1 3 0 1 0 1 1 3 0 1 0 1 45K/08-2A Aq1H 0 0 0 2 0 2 1 2 0 0 0 0 1 2 0 0 0 0 45K/05-2B Aq1H 0 0 0 3 0 3 1 4 0 0 0 0 1 4 0 0 0 0 45K/05-3B Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45K/06-1B Aq1H 0 0 0 3 0 3 1 4 0 0 0 0 1 4 0 0 0 0 45K/06-2B Aq2H 1 1 0 3 0 3 1 3 0 1 1 0 1 3 0 1 1 0 45K/06-3B Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45K/07-1B Aq2H 1 0 1 3 0 3 1 4 0 1 0 1 1 4 0 1 0 1 45K/07-2B Aq1H 0 0 0 2 0 2 1 1 0 0 0 0 1 1 0 0 0 0 45K/07-3B Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45K/08-1B Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45K/05-2C Aq2H 1 0 1 3 0 3 1 3 0 1 0 1 1 3 0 1 0 1 45K/05-3C Aq1H 0 0 0 3 0 3 1 4 0 0 0 0 1 4 0 0 0 0 45K/06-1C Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45K/06-2C Aq1H 0 0 0 3 0 3 1 3 0 0 0 0 1 3 0 0 0 0 45K/06-3C Aq2H 1 0 1 3 0 3 1 3 0 1 0 1 1 3 0 1 0 1 45K/07-1C Aq1H 0 0 0 3 0 3 1 3 0 0 0 0 1 3 0 0 0 0 45K/07-2C Aq2H 1 0 1 3 0 3 1 0 1 1 0 1 1 0 1 1 0 1 45K/07-3C Aq1H 0 0 0 2 0 2 1 3 0 0 0 0 1 3 0 0 0 0 45K/08-1C Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45K/09-2A Aq1H 0 0 0 3 0 3 1 7 0 0 0 0 1 7 0 0 0 0 45K/09-3A Aq2H 1 0 1 3 0 3 1 3 0 1 0 1 1 3 0 1 0 1 45K/10-1A Aq1H 0 0 0 2 0 2 1 3 0 0 0 0 1 3 0 0 0 0 45K/10-2A Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45K/10-3A Aq1H 0 0 0 3 0 3 1 3 0 0 0 0 1 3 0 0 0 0

103

45K/11-1A Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45K/11-2A Aq1H 0 0 0 3 0 3 1 2 0 0 0 0 1 2 0 0 0 0 45K/11-3A Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45K/12-1A Aq1H 0 0 0 2 0 2 1 2 0 0 0 0 1 2 0 0 0 0 45K/09-2B Aq2H 1 1 0 3 0 3 1 5 0 1 1 0 1 5 0 1 1 0 45K/09-3B Aq1H 0 1 0 3 0 3 1 2 0 0 1 0 1 2 0 0 1 0 45K/10-1B Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45K/10-2B Aq1H 0 0 0 2 0 2 1 4 0 0 0 0 1 4 0 0 0 0 45K/10-3B Aq2H 1 1 0 3 0 3 1 1 0 1 1 0 1 1 0 1 1 0 45K/11-1B Aq1H 0 0 0 2 0 2 1 1 0 0 0 0 1 1 0 0 0 0 45K/11-2B Aq2H 1 1 0 3 0 3 1 4 0 1 1 0 1 4 0 1 1 0 45K/11-3B Aq1H 0 0 0 3 0 3 1 3 0 0 0 0 1 3 0 0 0 0 45K/12-1B Aq2H 1 1 0 3 0 3 1 3 0 1 1 0 1 3 0 1 1 0 45K/09-2C Aq1H 0 0 0 3 0 3 1 2 0 0 0 0 1 2 0 0 0 0 45K/09-3C Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45K/10-1C Aq1H 0 0 0 2 0 2 1 4 0 0 0 0 1 4 0 0 0 0 45K/10-2C Aq2H 1 0 1 3 0 3 1 4 0 1 0 1 1 4 0 1 0 1 45K/10-3C Aq1H 0 0 0 2 0 2 1 4 0 0 0 0 1 4 0 0 0 0 45K/11-1C Aq2H 1 0 1 3 0 3 1 5 0 1 0 1 1 5 0 1 0 1 45K/11-2C Aq1H 0 0 0 2 0 2 1 4 0 0 0 0 1 4 0 0 0 0 45K/11-3C Aq2H 1 1 0 3 0 3 1 2 0 1 1 0 1 2 0 1 1 0 45K/12-1C Aq1H 0 1 0 3 0 3 1 2 0 0 1 0 1 2 0 0 1 0 45K/13-2A Aq2H 1 0 1 3 0 3 1 4 0 1 0 1 1 4 0 1 0 1 45K/13-3A Aq1H 0 0 0 2 0 2 1 3 0 0 0 0 1 3 0 0 0 0 45K/14-1A Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45K/14-2A Aq1H 0 0 0 2 0 2 1 3 0 0 0 0 1 3 0 0 0 0 45K/14-3A Aq2H 1 0 1 3 0 3 1 6 0 1 0 1 1 6 0 1 0 1 45K/15-1A Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0

104

45K/15-2A Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45K/15-3A Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45K/16-1A Aq2H 1 0 1 3 0 3 1 0 1 1 0 1 1 0 1 1 0 1 45K/13-2B Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45K/13-3B Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45K/14-1B Aq1H 0 0 0 2 0 2 1 3 0 0 0 0 1 3 0 0 0 0 45K/14-2B Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45K/14-3B Aq1H 0 0 0 3 0 3 1 0 1 0 0 0 1 0 1 0 0 0 45K/15-1B Aq2H 1 0 1 3 0 3 1 0 1 1 0 1 1 0 1 1 0 1 45K/15-2B Aq1H 0 0 0 3 0 3 1 2 0 0 0 0 1 2 0 0 0 0 45K/15-3B Aq2H 1 0 1 3 0 3 1 5 0 1 0 1 1 5 0 1 0 1 45K/16-1B Aq1H 0 0 0 2 0 2 1 3 0 0 0 0 1 3 0 0 0 0 45K/13-2C Aq2H 1 0 1 3 0 3 1 3 0 1 0 1 1 3 0 1 0 1 45K/13-3C Aq1H 0 0 0 3 0 3 1 5 0 0 0 0 1 5 0 0 0 0 45K/14-1C Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45K/14-2C Aq1H 0 0 0 3 0 3 1 2 0 0 0 0 1 2 0 0 0 0 45K/14-3C Aq2H 1 0 1 3 0 3 1 3 0 1 0 1 1 3 0 1 0 1 45K/15-1C Aq1H 0 0 0 2 0 2 1 3 0 0 0 0 1 3 0 0 0 0 45K/15-2C Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45K/15-3C Aq1H 0 0 0 2 0 2 1 0 1 0 0 0 1 0 1 0 0 0 45K/16-1C Aq2H 1 0 1 3 0 3 1 0 1 1 0 1 1 0 1 1 0 1 45K/16-2C Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45O/01-1A Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45O/01-2A Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45O/01-3A Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45O/02-1A Aq1H 0 0 0 3 0 3 1 2 0 0 0 0 1 2 0 0 0 0 45O/02-2A Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45O/02-3A Aq1H 0 0 0 3 0 3 1 2 0 0 0 0 1 2 0 0 0 0

105

45O/03-1A Aq2H 1 1 0 3 0 3 1 3 0 1 1 0 1 3 0 1 1 0 45O/03-2A Aq1H 0 0 0 3 2 2 1 1 0 0 0 0 1 1 0 0 0 0 45O/03-3A Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45O/04-1A Aq1H 0 1 0 3 0 3 1 4 0 0 1 0 1 4 0 0 1 0 45O/04-2A Aq2H 1 0 1 3 0 3 1 0 1 1 0 1 1 0 1 1 0 1 45O/01-1B Aq1H 0 0 0 3 0 3 1 2 0 0 0 0 1 2 0 0 0 0 45O/01-2B Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45O/01-3B Aq1H 0 0 0 3 0 3 1 3 0 0 0 0 1 3 0 0 0 0 45O/02-1B Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45O/02-2B Aq1H 0 0 0 2 0 2 1 3 0 0 0 0 1 3 0 0 0 0 45O/02-3B Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45O/03-1B Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45O/03-2B Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45O/03-3B Aq1H 0 0 0 3 0 3 1 2 0 0 0 0 1 2 0 0 0 0 45O/04-1B Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45O/04-2B Aq1H 0 0 0 3 0 3 1 3 0 0 0 0 1 3 0 0 0 0 45O/01-1C Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45O/01-2C Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45O/01-3C Aq2H 1 0 1 3 1 2 1 3 0 1 0 1 1 3 0 1 0 1 45O/02-1C Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45O/02-2C Aq2H 1 1 0 3 0 3 1 2 0 1 1 0 1 2 0 1 1 0 45O/02-3C Aq1H 0 0 0 3 0 3 1 2 0 0 0 0 1 2 0 0 0 0 45O/03-1C Aq2H 1 0 1 3 0 3 1 2 0 1 0 1 1 2 0 1 0 1 45O/03-2C Aq1H 0 0 0 3 0 3 1 2 0 0 0 0 1 2 0 0 0 0 45O/03-3C Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45O/04-1C Aq1H 0 0 0 3 0 3 1 0 1 0 0 0 1 0 1 0 0 0 45O/04-2C Aq2H 1 0 1 3 0 3 1 4 0 1 0 1 1 4 0 1 0 1 45O/04-3C Aq1H 0 0 0 2 0 2 1 2 0 0 0 0 1 2 0 0 0 0

106

45O/05-1A Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45O/05-3A Aq1H 0 0 0 3 0 3 1 2 0 0 0 0 1 2 0 0 0 0 45O/06-1A Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45O/06-2A Aq1H 0 0 0 3 0 3 1 2 0 0 0 0 1 2 0 0 0 0 45O/06-3A Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45O/07-1A Aq1H 0 0 0 2 0 2 1 1 0 0 0 0 1 1 0 0 0 0 45O/07-2A Aq2H 1 0 1 3 0 3 1 0 1 1 0 1 1 0 1 1 0 1 45O/07-3A Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45O/08-1A Aq2H 1 0 1 3 0 3 1 3 0 1 0 1 1 3 0 1 0 1 45O/08-2A Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45O/08-3A Aq2H 1 0 1 2 0 2 1 2 0 1 0 1 1 2 0 1 0 1 45O/06-1B Aq1H 0 1 0 3 0 3 1 2 0 0 1 0 1 2 0 0 1 0 45O/06-2B Aq2H 1 0 1 3 0 3 1 1 0 1 0 1 1 1 0 1 0 1 45O/06-3B Aq1H 0 0 0 2 0 2 1 0 1 0 0 0 1 0 1 0 0 0 45O/07-3B Aq2H 1 0 1 3 0 3 1 0 1 1 0 1 1 0 1 1 0 1 45O/08-1B Aq1H 0 0 0 3 0 3 1 1 0 0 0 0 1 1 0 0 0 0 45O/08-2B Aq2H 1 1 0 3 0 3 1 1 0 1 1 0 1 1 0 1 1 0 45O/08-3B Aq1H 0 0 0 2 0 2 1 1 0 0 0 0 1 1 0 0 0 0 45O/06-1C Aq1H 0 0 0 2 0 2 1 1 0 0 0 0 1 1 0 0 0 0 45O/08-1C Aq1H 0 0 0 2 0 2 1 0 1 0 0 0 1 0 1 0 0 0 45O/08-3C Aq1H 0 0 0 2 0 2 1 0 1 0 0 0 1 0 1 0 0 0 45O/05-2A Aq1H 0 0 0 2 0 2 1 0 1 0 0 0 1 0 1 0 0 0 Total 72 14 58 438 3 435 156 320 -164 73 14 59 156 320 -164 73 14 59

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Annexure II Year wise mean annual rainfall at various Raingauge station of Bhilwara YEAR Bhilwara Asind Banera Hurda Jahajpur Kotri Mandal Mandalgarh Raipur Sahada Shahpura Bijolia Mean(mm) 1971 589.5 454.0 613.5 482.7 741.3 579.9 602.2 533.9 578.3 453.1 578.3 564.2 1972 612.2 391.1 523.7 306.7 495.5 406.1 450.3 650.1 320.0 425.3 332.4 446.7 1973 1018.9 668.1 949.0 726.3 1112.7 896.0 871.4 1022.0 1147.3 1226.0 919.6 959.8 1974 651.2 308.5 584.0 716.8 884.8 640.0 514.3 776.0 350.7 555.7 644.0 602.4 1975 824.5 686.0 787.8 616.5 872.0 1103.5 776.5 712.0 796.6 830.6 794.0 800.0 1976 943.6 858.6 798.0 772.0 1060.4 822.4 741.0 1064.0 865.4 903.6 807.0 876.0 1977 918.5 403.0 614.0 372.4 681.9 707.0 719.9 804.0 624.0 716.0 693.0 659.4 1978 623.0 766.1 516.0 577.0 506.6 643.0 572.0 465.4 727.0 554.0 446.0 861.0 604.8 1979 569.2 430.1 606.0 539.0 807.0 663.5 621.3 706.0 838.0 738.0 599.0 696.0 651.1 1980 360.6 410.8 439.2 465.3 490.0 385.0 369.6 518.2 473.0 318.0 427.4 453.0 425.8 1981 467.0 337.0 513.0 296.0 502.0 530.0 429.8 499.0 501.4 492.0 293.0 455.0 442.9 1982 946.9 396.5 697.0 578.3 838.0 999.0 632.0 929.0 750.2 668.0 696.0 975.0 758.8 1983 900.4 689.7 971.0 669.3 857.0 784.0 684.0 712.0 785.0 707.0 660.0 770.0 765.8 1984 639.0 364.0 568.0 343.6 587.0 916.0 455.0 754.0 392.0 522.0 520.0 785.0 570.5 1985 473.1 305.2 662.0 349.0 594.0 483.0 381.0 609.0 380.5 527.0 537.0 515.0 484.7 1986 585.4 288.0 473.0 579.0 931.0 832.0 496.0 1072.0 523.0 617.0 667.0 1012.0 673.0 1987 457.0 161.2 438.0 548.0 552.0 567.0 390.0 586.0 310.0 397.0 484.0 790.0 473.4 1988 683.5 427.0 398.0 694.0 780.0 661.0 452.0 670.0 656.0 832.0 646.0 602.0 625.1 1989 799.4 365.8 822.0 374.0 889.0 906.0 860.0 787.0 550.0 850.0 738.0 888.0 735.8 1990 894.7 582.0 800.0 1060.0 664.0 997.0 749.0 895.0 779.0 678.0 662.0 1229.0 832.5 1991 856.0 342.1 620.0 703.0 718.0 674.0 639.0 786.0 482.0 586.0 586.0 1025.0 668.1 1992 796.0 503.0 554.0 774.0 578.0 757.0 502.0 960.0 559.0 433.0 560.0 797.0 647.8 1993 338.1 190.0 396.0 534.0 701.0 446.0 368.0 849.0 415.8 279.0 526.0 947.0 499.2 1994 1051.0 574.0 1079.0 802.0 787.0 1155.0 982.0 1414.0 798.0 733.0 870.0 1164.0 950.8 1995 641.7 345.0 478.0 383.0 505.0 574.0 520.0 757.0 520.9 338.0 456.0 941.0 538.3 1996 925.2 553.0 807.0 550.2 883.0 1569.0 820.0 979.0 831.8 935.0 986.0 1056.0 907.9 1997 782.2 551.0 804.0 425.0 887.0 554.0 665.0 753.0 531.5 670.0 653.0 1071.0 695.6

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1998 453.2 385.0 511.0 326.0 509.0 423.0 417.0 402.0 410.2 389.0 399.0 673.0 441.5 1999 640.6 304.0 594.0 204.0 613.0 566.0 427.0 590.0 460.0 465.0 506.0 630.2 500.0 2000 452.0 255.0 560.0 359.0 574.0 518.0 416.0 602.0 311.3 446.0 358.0 746.0 466.4 2001 684.0 645.0 710.0 556.0 833.0 780.0 670.0 683.0 583.0 674.0 618.0 1012.0 704.0 2002 317.0 232.0 297.0 214.0 312.0 398.0 268.0 411.0 291.0 262.0 283.0 490.0 314.6 2003 493.5 321.0 448.0 624.0 720.0 512.0 535.0 914.0 506.0 574.0 575.0 796.0 584.9 2004 922.0 475.0 1179.0 548.0 852.0 1331.0 841.0 875.0 525.2 643.0 1044.0 1168.0 866.9 2005 450.0 531.0 505.0 461.0 550.0 521.0 390.0 594.0 712.5 767.0 556.0 602.0 553.3 2006 1120.0 451.0 953.0 740.0 873.0 674.0 902.0 904.0 937.0 763.0 681.0 1027.0 835.4 2007 492.0 463.0 460.0 581.0 753.0 598.0 439.0 885.0 373.0 564.0 593.0 474.0 556.3 2008 737.6 327.0 611.0 428.0 539.0 945.0 604.0 724.0 409.0 487.0 617.0 724.0 596.1 2009 307.0 418.0 148.0 217.0 369.0 308.0 319.0 465.0 417.0 496.0 457.0 552.0 372.8 2010 637.0 466.0 755.0 913.0 734.0 882.0 663.0 830.0 657.0 772.0 633.0 880.0 735.2 2011 730.0 568.0 681.0 676.0 1004.0 903.0 632.0 880.0 722.0 570.0 677.0 767.0 734.2 2012 630.0 462.0 616.0 450.0 543.0 640.0 671.0 638.0 726.0 557.0 575.0 650.0 596.5 2013 692.0 644.0 494.0 477.0 996.0 806.0 560.0 949.0 656.0 673.0 707.0 973.0 718.9 2014 836.0 630.0 649.0 795.0 708.0 613.0 837.0 949.0 535.0 755.0 705.0 1116.0 760.7 Mean 680.5 452.9 629.1 541.0 713.3 719.7 587.6 762.7 584.5 610.0 608.3 819.2 640.9

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Annexure III Groundwater level monitoring data Depth to Water Level WELL No. SITE NAME DISTRICT BLOCK_NAME May-14 Aug-14 Nov-14 Jan-15

W254315075211501 AMARWASI BHILWARA JAHAZPUR 3.40 0.94 1.19 1.09

W255000074170001 BADNOR BHILWARA ASIND - 1.38 0.72 0.51

W252915074420001 BANERAMATAJI BHILWARA BANERA 18.30 9.05 11.30 15.85

W254530074280001 BARASNI BHILWARA ASIND 15.68 4.36 3.38 5.98

W251440075023001 BIGOD BHILWARA MANDALGARH 10.20 3.15 7.00 2.55

H251012075101201 BIJOLIA BHILWARA MANDALGARH 8.13 1.98 3.65 4.13

W254100075200001 BORANI BHILWARA JAHAZPUR 17.49 3.89 12.99 16.39

W253140074180301 Dahimatha BHILWARA ASIND - - 23.23 23.40

W251700074093001 DEVARIA BHILWARA RAIPUR 9.50 16.14 15.85 17.05

W255200074330001 GAGEDA BHILWARA HURDA - 5.54 4.06 7.34

W251300074153501 GANGAPUR1 BHILWARA SAHARA 14.58 7.48 5.38 7.60

W255400074410001 GULABPURA BHILWARA HURDA 8.46 2.46 3.33 17.01

W253820075065501 GULABPURA1 BHILWARA JAHAZPUR 8.30 7.40 9.00 9.10

W251050074345001 HAMIRGARH BHILWARA SUWANA 7.49 10.99 13.72 15.99

H253600075360001 JAHAJPUR BHILWARA JAHAZPUR 14.25 4.10 4.30 3.40

W253056074332801 JIWANLIYAN BHILWARA BANERA - 7.90 6.27 8.20 KANCHAN- W254520074542001 KALA BHILWARA SHAHPURA - 1.70 0.70 0.75

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W253100074160001 Karera BHILWARA MANDAL 20.20 13.80 15.44 18.32

W252230074463001 KODUKOTA BHILWARA KOTRI 10.19 2.45 2.85 6.00

W252350074533001 KOTARI BHILWARA KOTRI 10.87 5.12 7.19 8.27

W250915075071701 Ladpura BHILWARA MANDALGARH - - 4.91 4.30

W251015074180001 LAKOLA BHILWARA SAHARA 6.70 1.33 1.58 8.57

W251610074381501 MANDAPIA RS BHILWARA SUWANA 8.00 4.60 7.66 7.70

W252715074111501 NANGPURA BHILWARA RAIPUR 12.38 14.88 13.08 18.08

W253104075053001 PAROLI BHILWARA KOTRI 4.90 0.80 1.20 1.70

W252226074063001 PITAKHERA BHILWARA RAIPUR - 3.60 2.73 5.90

W253800074360001 RAILA ROAD BHILWARA BANERA 19.15 4.55 5.99 6.75

W250650075154001 SALAWATIA BHILWARA MANDALGARH 15.60 7.20 17.73 21.20

W251825074520001 SAWAIPUR BHILWARA KOTRI 8.55 6.73 11.80 13.35

W251825074520001 Sawaipur BHILWARA KOTRI 21.10 - - 13.35

W253615074540001 SOPURA BHILWARA SHAHPURA 8.68 3.33 4.60 5.08

W253340074480001 Taswaria Khurd BHILWARA SHAHPURA 12.68 5.95 8.47 11.42

W253551074184801 TILOLI BHILWARA ASIND 13.55 0.60 - -

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Annexure IV Decadal trend of groundwater in Bhilwara district PreMonsoon PostMonsoon Annual Sl No. Location Rise Fall Rise Fall Rise Fall (m/year) (m/year) (m/year) (m/year) (m/year) (m/year) 1 BADNOR 3.7240 2 PHULIA1 3 GAGEDA 0.5315 0.6092 0.5568 4 Gageda 5 GULABPURA 0.9354 1.6122 1.1268 6 DEVARIA 0.7990 0.9312 0.7263 7 MANDALGARH1 8 SAWAIPUR 0.7026 0.1852 0.4623 9 Sawaipur 0.7941 10 SUWANA1 11 PITAKHERA 0.7161 0.1822 0.2182 12 KODUKOTA 0.6525 0.4984 0.5635 13 KOTARI 0.1917 0.2779 0.2794 14 Kotri2 0.1052 15 Raipur 16 NANGPURA 1.0834 0.4305 0.6320 17 BANERAMATAJI 0.7880 0.3333 0.0287 18 Bhagwanpura 19 JIWANLIYAN 0.2265 0.1238 20 Karera 0.2743 0.3451 0.0804 21 PAROLI 0.1172 0.1804 0.2030 22 Dahimatha 23 Dimta 24 Taswaria Khurd 0.3079 0.3312 0.3142 25 TILOLI 0.3493 0.0360 0.0033 112

26 SOPURA 0.2352 0.0618 0.1666 27 JAHAJPUR 0.6568 0.7598 0.8250 28 Daulatgarh 29 Raila 30 RAILA ROAD 0.0686 0.0065 0.1769 31 GULABPURA1 1.0655 0.8353 1.0667 32 Pander 1.0295 0.0890 0.5267 33 BORANI 0.5246 0.1217 0.2572 34 AMARWASI 0.4416 0.3304 0.3812 35 KANWALIAWAS KANCHAN- 36 0.0772 0.2454 0.1691 KALA 37 BARASNI 0.3614 0.2551 0.1615 38 Parasoli 39 SALAWATIA 0.1557 0.1062 0.0932 40 Ladpura 41 BIJOLIA 0.1191 0.0932 0.1142 42 LAKOLA 0.1881 0.7691 0.4262 43 HAMIRGARH 0.6075 0.6566 0.7632 44 Gangapur 45 GANGAPUR1 0.6190 0.4663 0.5342 46 BIGOD 0.3527 0.3671 0.0253 47 GURLA 48 MANDAPIA RS 0.5569 0.2541 0.3222

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Annexure VI Details of Vertical Electrical Soundings Conducted in Bhilwara district V Geoelectrical layers Resistivity and thickness S. Topo Form Longitud ES ρ1 ρ ρ ρ ρ ρ h h h h h N Block Village Latitude 2 3 4 5 6 2 4 5 H No ation e No o. 1 3 . (in Ohm-m) in m. 7 1 2 5 25 10 150 12 3 1 Asind Chatarpura 45K/5 BG01 57 39 32 99 4 9 5 5 80 0 00 200 0 5 3 7 2 25 32 7 1 2 5 65 20 20 1. 10 2 Asind Kansya 45K/1 GN01 52 60 27 4 0 5 0 0 0 00 6 9 .6 Badhor 7 1 2 5 75 25 250 90 1 16 3 Asind 45K/5 BG01 46 9 28 (Khedla) 4 4 5 1 30 0 00 850 0 0 4 6 8 42 98 7 7 1 2 5 30 15 2. 10 4 Asind Barachh 45K/5 BG01 13 26 31 30 13 4 8 5 3 0 00 6 .4 7 2 2 5 20 15 0. 6 16 5 Asind Mothi 45K/5 BG01 49 56 33 6 90 180 650 8 64 35 4 0 5 1 0 00 7 0 6 7 2 2 5 55 150 6 Asind Akhegarh 45K/5 BG01 1 59 34 50 75 150 7 6 7 60 80 4 4 5 3 0 0 Sangram 7 2 2 5 28 150 7 Asind 45K/5 BG01 20 56 35 40 50 8 4 7 19 Garh 4 5 5 1 0 0 7 2 2 4 20 200 15 8 Asind Koli Khera 45K/5 BG01 1 37 44 30 60 500 3 7 7 12 25 53 4 6 5 6 0 0 00 7 2 2 4 17 15 90 150 80 2 17 9 Asind Para 45K/5 BG01 0 6 30 500 5 21 50 72 4 0 5 8 5 00 0 0 0 8 6 1 7 1 2 4 60 20 35 200 20 1 1 Asind Badhor 45K/5 GR02 6 16 29 950 4 15 35 75 0 4 7 5 9 0 00 0 0 00 1 1 1 7 1 2 4 20 200 Asind Girdharpura 45K/1 BG01 9 32 26 40 80 500 5 5 4 32 44 1 4 4 5 7 0 0 1 7 1 2 4 11 15 1. 11 Asind Katar 45K/2 GR02 20 0 38 27 10 2 4 4 5 1 0 00 6 .6 1 7 1 2 4 12 10 50 2 Asind Bamni 45K/6 GR02 48 0 37 50 500 5 5 6 40 3 4 7 5 3 5 0 0 3 1 Asind Malaseri 45K/6 BG01 7 2 48 2 4 14 42 25 18 35 500 100 15 3 7 3 20 96 13

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4 4 3 5 3 0 00 0 1 7 2 50 2 4 13. 50 Asind Asind (m) 45K/6 BG01 36 10 15 500 5 5 10 5 4 0 .1 5 3 3 0 1 7 2 2 4 10 60 150 1 Asind Ambesar 45K/6 BG01 19 57 43 20 4 6 21 6 4 6 5 3 0 0 0 1 1 45K/1 7 3 23 2 4 26. 13 18 40 1. 26 Asind Jodhras BG01 7 0 4 2 .5 5 0 2 4 0 70 00 5 25 .5 1 45K/1 7 3 21 2 3 31. 13 1. 1 65 Asind Ganglas BG01 8 0 4 3 .7 5 6 2 3 50 8 50 200 5 5 6 8 40 .5 1 7 2 2 4 15 3. 7. 9. 19 13 52 Asind Kaliyas 45K/6 BG01 38 11 45 60 35 59 204 837 9 4 9 5 1 00 2 1 5 .4 .3 .6 2 7 2 2 3 15 15 45 250 500 1 3 10 Asind Daulat Garh 45K/6 BG01 28 40 40 27 18 0 4 0 5 8 0 00 0 0 0 5 8 0 2 7 1 5. 2 3 53. 12 15 15 400 3 Asind Tiloli 45K/6 BG01 1 4 8 8 5 4 2 6 0 40 0 30 0 1 35 0 30 96 2 7 1 2 3 10 15 70 15 1 10 Asind Mefaliyas 45K/6 BG01 37 39 39 150 50 5 25 36 21 2 4 6 5 9 0 00 0 00 0 0 2 7 1 2 3 12 45 22 4 Asind Nagpura 45K/6 BG01 57 26 3 4 9 5 3 5 0 0 80 150 50 1 8 0 40 89 2 Mor Ka 7 2 2 3 15 150 15 1 Asind 45K/6 BG01 42 35 41 30 60 400 3 5 48 14 80 4 Nimbahera 4 8 5 4 0 0 00 0 2 45K/1 7 4 2 4 15 400 1. 2 54 Banera Kundiya Kalan BG01 26 56 5 0 4 0 5 0 7 25 10 50 150 0 5 3 0 30 .5 2 45K/1 7 4 2 4 15 400 1. 4 48 Banera Jasoriya BG01 53 42 6 0 4 0 5 3 6 5 15 50 0 5 7 0 .5 2 45K/1 7 4 2 4 15 400 4 Banera Baldarkha BG01 2 22 7 4 4 6 5 0 8 8 40 90 0 1 10 0 51 2 45K/1 7 4 2 3 15 14 16 1. 2 81 Banera Upreda BG01 3 18 8 0 4 5 5 6 9 0 50 5 30 400 5 14 6 40 .5 2 45K/1 7 4 2 3 16 12 40 400 1. 4 61 Banera Mengras BG01 1 4 9 0 4 2 5 6 0 20 5 0 0 6 20 0 .6 3 45K/1 7 3 2 3 16 25 10 1. 3 51 Banera Lambia Khurd BG01 45 38 0 0 4 8 5 5 1 30 0 0 400 5 20 0 .5

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3 45K/1 7 3 2 3 16 40 15 10 5 Banera Balesariya BG01 19 36 1 0 4 6 5 2 2 0 0 0 10 1 9 0 60 3 45K/1 7 4 2 3 16 40 1 Banera Banera BG01 53 15 2 0 4 1 5 0 3 8 35 20 50 30 00 1 10 0 30 20 71 3 45K/1 7 4 2 2 17 20 2 Banera Lapiya GN01 29 39 3 1 4 0 5 7 3 40 0 40 200 10 1 5 0 40 66 3 7 2 2 5 14 15 400 1. 3 43 Hurda Khejri 45K/5 BG01 53 42 4 4 9 5 2 9 15 35 0 0 5 12 0 .5 3 7 3 2 5 15 15 26 6 Hurda Gagera 45K/9 BG01 4 23 5 4 4 5 2 0 0 80 0 20 1 12 5 78 3 7 3 2 5 15 Hurda Taswariya 45K/9 BG01 23 32 6 4 5 5 0 1 28 65 20 1 35 36 3 Gulabpura 7 4 2 5 14 400 1. 4 66 Hurda 45K/9 BG01 30 46 7 Hurda 4 1 5 3 8 15 8 80 60 0 5 5 0 20 .5 3 7 4 2 5 14 35 15 400 1. 3 46 Hurda Anandipura 45K/9 BG01 47 33 8 4 3 5 4 7 0 45 0 0 5 15 0 .5 3 7 4 2 4 15 2 Hurda Jaisinghpura 45K/9 BG01 24 7 9 4 0 5 8 2 6 28 15 50 400 1 17 0 20 58 4 7 3 2 4 15 16 1. 6 67 Hurda Roopaheli 45K/9 BG01 26 57 0 4 7 5 7 3 12 6 0 20 5 6 0 .5 4 7 3 2 4 15 1. 71 Hurda Tonkarwad 45K/9 BG01 12 48 1 4 5 5 6 4 8 25 5 5 70 .5 4 7 3 2 4 15 3. 4. 1 14 Hurda Jalampura 45K/9 BG01 2 2 46 65 60 50 150 400 42 75 2 4 1 5 9 00 5 5 6 1 4 45K/1 7 3 2 4 15 15 400 4 Hurda Sanodiya BG01 34 12 3 0 4 7 5 3 5 12 50 0 0 1 15 0 56 4 Jahazp 45O/ 7 1 2 4 90 18 150 7. 3 Kuradiya BG01 16 52 47 50 36 66 4 ur 6 5 9 5 0 0 00 0 5 0 4 Jahazp Kuchalwara 45O/ 7 2 2 4 10 32 2. 1 17 66 10 BG01 46 45 48 9 41 425 71 4 5 ur Kalan 6 5 4 5 5 5 5 4 0 .2 .9 0 4 Jahazp 45O/ 7 2 2 4 10 25 45 15 3 10 Teekar SC02 14 53 49 200 50 3 6 30 31 6 ur 6 5 6 5 2 0 00 0 00 0 0 4 Jahazp Luhari Kalan 45O/ GR02 7 2 6 2 3 31 50 40 80 25 500 100 50 7 0. 4 18 32 10

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7 ur 6 5 4 5 9 0 0 00 0 0 00 5 2 0 4 Jahazp 45O/ 7 1 2 3 31 15 30 Jahazpur (m) BG01 4 5 56 8 10 18 8 ur 6 5 7 5 7 3 00 00 4 Jahazp Rughnathpur 45O/ 7 1 2 3 30 20 300 80 2. 4. BG01 24 12 57 50 625 2 58 14 81 9 ur a Khurd 2 5 4 5 7 0 00 0 0 5 3 5 Jahazp 45O/ 7 1 2 3 1 3 Pander BG01 18 28 63 50 90 25 15 29 80 0 ur 2 5 0 5 8 3 8 5 Jahazp 45O/ 7 2 3 15 15 1 13 Taswariya BG01 5 1 2 62 25 50 100 15 7 5 45 57 1 ur 2 5 5 8 00 00 9 3 5 Jahazp 45O/ 7 2 3 15 150 1 Narana BG01 3 50 42 67 7 17 150 3 3 22 40 2 ur 2 5 5 5 00 0 0 5 Jahazp 45O/ 7 2 3 15 35 150 150 2. 2 Bharni Kalan BG01 9 52 6 64 30 12 17 56 3 ur 2 5 5 3 0 0 0 00 5 5 5 Jahazp 45O/ 7 1 2 3 17 15 4 10 Tarniya Khera GN01 46 47 58 25 40 100 9 15 33 4 ur 2 5 1 5 3 5 0 4 9 5 Jahazp 45O/ 7 1 2 3 17 15 30 Peeploond SC02 6 56 59 4 15 19 5 ur 6 5 6 5 2 0 00 00 5 Jahazp 45O/ 7 1 2 3 10 150 3. 1 Nathoon GN01 56 51 55 20 15 20 21 38 77 6 ur 6 5 8 5 0 0 0 5 3 5 Jahazp Bhan Ka 45O/ 7 2 2 3 15 15 100 15 3. 5. SC02 48 19 51 50 450 4 14 26 60 7 ur Gurha 6 5 3 5 6 0 0 0 00 5 5 5 Jahazp 45O/ 7 2 2 150 1 Manoharpura GN01 9 14 10 61 61 30 36 10 3 25 40 8 ur 3 5 5 7 0 1 5 Jahazp 45O/ 7 1 2 2 13 150 1 2 Kabri SC02 16 31 60 60 60 30 8 25 67 9 ur 3 5 2 5 6 0 0 2 1 6 Jahazp 45O/ 7 1 33 2 2 11. 150 50 1 Bankra SC02 52 17 30 60 100 3 4 20 29 63 0 ur 7 5 5 .1 5 7 6 0 00 2 6 Jahazp 45O/ 7 1 2 2 85 10 90 150 500 2 10 Bei GN01 27 32 54 4 32 35 1 ur 7 5 7 5 8 0 0 0 0 0 9 0 6 Jahazp 45O/ 7 1 2 2 20 15 250 50 2. Mewasa GN01 12 52 53 56 300 6 4 40 10 63 2 ur 7 5 7 5 2 5 00 0 00 6 6 45O/ 7 2 3 20 150 500 6 10 Kotri Bishniya BG01 3 18 29 66 95 75 6 14 20 3 2 5 5 3 2 0 0 0 0

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6 45O/ 7 2 3 15 50 300 50 0. 4 13 Kotri Paroli BG01 5 58 1 65 30 600 2 50 34 4 2 5 5 1 00 0 0 00 5 5 3 6 45K/1 7 5 2 2 17 1. 4. 4 Kotri Raser BG01 48 16 5 5 4 5 5 9 1 18 10 30 5 5 5 0 46 6 45O/ 7 2 2 17 50 45 400 2 Kotri Kanti GR02 2 48 33 6 3 5 5 7 5 0 90 0 0 1 5 5 31 6 Parmeshwar 45K/1 7 5 2 2 17 15 30 400 2. 2 30 Kotri GR02 1 2 7 Pura 5 4 4 5 4 2 80 0 0 0 5 8 0 .5 6 45K/1 7 5 2 2 14. 14 18 1. 6 71 Kotri Redwas GR02 52 8 5 4 3 5 0 .5 1 25 60 0 30 5 10 0 .5 6 45K/1 7 5 40 2 2 33. 14 60 25 Kotri Kodiya BG01 9 5 4 0 .6 5 3 8 3 8 20 0 30 1 6 6 70 83 7 45K/1 7 4 42 2 2 26. 14 10 25 12 Kotri Udliyas BG01 0 5 4 8 .3 5 3 5 4 5 0 0 900 30 1 6 6 70 83 7 Shopura 45K/1 7 5 2. 2 1 11 10 1. 5. Kotri GR02 22 1 (sawaipura) 5 4 1 2 5 7 2 50 8 00 2 4 2 7 45K/1 7 5 18 2 1 36. 14 18 400 4 Kotri Deoli GR02 2 5 4 6 .8 5 9 3 2 60 30 0 80 0 1 4 0 25 70 7 45O/ 7 2 1 17 45 90 800 4. 2 95 Kotri Nandrai SC02 0 38 31 3 3 5 5 9 6 0 0 90 200 0 1 5 0 70 .5 7 Kharon Ka 45K/1 7 5 2 1 11 20 1. 1 64 Kotri GN01 12 38 4 Khera 6 4 4 5 1 3 70 0 90 200 800 6 8 5 40 .6 7 45K/1 7 4 49 2 1 11 50 1. 6. Kotri Ama GR02 23 5 6 4 6 .7 5 2 7 10 50 00 2 5 2 7 7 2 4 17 3. 4 12 Mandal Shivpur 45K/2 BG01 8 24 33 25 50 40 60 80 9 70 6 4 5 1 5 7 0 2 7 7 1 2 3 10 50 50 3 10 Mandal Rooppura 45K/2 GR02 14 37 24 350 150 4 8 60 7 4 1 5 8 4 0 00 0 2 7 7 2 3 35 10 70 150 300 60 1 10 Mandal Tagariya 45K/2 GR02 8 23 51 23 5 7 18 65 8 4 5 7 0 00 0 0 0 00 0 4 7 7 2 3 65 90 50 100 50 2 13 Mandal Gorkhya 45K/2 BG01 6 8 36 22 900 7 10 40 50 9 4 5 1 0 0 00 00 00 3 7 8 Mandal Karera 45K/2 GR02 7 1 41 2 3 2 21 25 60 12 52 100 5 11 1 56 90

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0 4 3 5 0 5 7 8 7 1 39 2 2 39. 12 18 1. 2. 4 Mandal Bemali 45K/6 BG01 1 4 6 .1 5 9 1 8 60 25 0 80 5 5 0 15 59 8 7 2 49 2 3 22. 12 1. 75 Mandal Kabradiya 45K/6 BG01 2 4 3 .4 5 2 5 9 5 15 8 90 50 5 6 8 60 .5 8 7 2 47 2 2 13 40 Mandal Luhariya 45K/6 BG01 34 3 4 5 .4 5 9 7 30 75 00 1 15 16 8 Dhunwala 45K/1 7 3 44 2 3 13 30 7 Mandal BG01 2.8 4 (mandal) 0 4 2 .4 5 0 8 25 70 0 35 1 12 0 83 8 7 49 2 2 25. 11 15 Mandal Jagdish 45K/3 BG01 3 20 80 3 11 14 5 4 .2 5 7 9 0 00 8 7 1 57 2 2 12 400 1 Mandal Rampuriya 45K/7 BG01 5 6 4 4 .6 5 8 7 30 80 50 0 3 20 0 33 8 7 2 28 2 2 29. 13 20 5 Mandal Chankher 45K/7 BG01 7 4 3 .3 5 7 1 6 20 50 0 20 1 6 0 57 8 7 2 40 2 2 29. 13 40 Mandal Thabola 45K/7 BG01 8 4 8 .6 5 8 6 5 90 40 00 1 15 16 8 45K/1 7 3 19 2 2 12 12 13 30 1. 1 65 Mandal Mandal BG01 40 9 1 4 4 .2 5 7 1 5 40 0 90 800 0 5 4 2 8 40 .5 9 45K/1 7 3 56 2 2 12 14 40 Mandal Station Nagar GN01 8.6 0 1 4 5 .2 5 6 2 28 0 00 2 12 14 9 7 2 1. 2 2 13 12 25 3 Mandal Peethas 45K/7 BG01 9.7 1 4 9 5 5 2 2 0 60 0 10 1 5 5 41 9 7 2 48 2 2 37. 13 1. 1 61 Mandal Leswa 45K/7 BG01 2 4 2 .3 5 4 3 0 28 80 30 120 400 5 20 0 30 .5 9 7 2 26 2 1 52. 13 400 1. 1 25 Mandal Lachhmipura 45K/7 BG01 3 4 1 .7 5 8 6 1 15 35 70 0 4 8 6 .4 9 Mandal Achala Ji Ka 45O/ 7 1 2 2 12 10 30 1 GN01 24 26 79 70 200 700 3 7 15 41 76 4 garh Khera 3 5 3 5 0 0 0 0 0 9 Mandal 45O/ 7 52 2 2 15. 1 Kachhola SC02 7 89 20 15 30 40 80 30 3 5 21 46 87 5 garh 3 5 .3 5 3 4 2 9 Mandal 45O/ 7 2 1 10 150 20 1 1 Bigod GN01 1 28 14 92 70 50 10 18 26 32 98 6 garh 3 5 5 5 0 0 00 0 2

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9 Mandal 45O/ 7 2 1 10 15 20 3. 1 10 Ganeshpura GN01 7 26 12 90 40 350 100 7 22 57 7 garh 3 5 5 9 0 0 00 5 5 4 9 Mandal 45O/ 7 1 2 1 10 25 12 Mukan Garh GN01 22 30 78 50 80 30 5 8 7 18 13 53 8 garh 3 5 0 5 7 0 0 00 9 Mandal 45O/ 7 1 2 1 15 15 15 Beekran GN01 16 22 80 25 100 50 5 13 1 4 39 63 9 garh 3 5 4 5 7 0 00 00 1 Mandal Undaron Ka 45O/ 7 1 2 1 20 20 200 2 0 GN01 42 19 81 50 600 5 11 13 23 77 garh Khera 7 5 8 5 7 0 00 0 5 0 1 Mandal 45O/ 7 2 2 1 150 4 13 0 Jalindri SH05 10 49 82 15 50 90 25 5 12 68 garh 7 5 1 5 7 0 8 3 1 1 Mandal 45O/ 7 2 2 1 10 50 30 700 100 4 0 Soonthi ST06 18 12 75 4 25 23 98 garh 8 5 5 5 2 00 00 00 0 00 7 2 1 Mandal 45O/ 7 1 2 1 10 150 50 2. 9. 0 Kesuvilas ST06 45 8 74 23 40 198 5 22 44 83 garh 8 5 9 5 2 0 0 0 3 5 3 1 Mandal 45O/ 7 1 2 20 10 20 1 0 Pachyanpura ST06 40 4 43 77 75 200 250 5 2 19 14 53 garh 4 5 6 5 0 0 00 3 4 1 Mandal 45O/ 7 1 2 15 50 1 0 Tilaswan ST06 56 4 26 72 25 10 23 garh 8 5 8 5 0 00 3 5 1 Mandal 45O/ 7 2 2 75 60 15 300 500 7 13 0 Gudha ST06 35 2 21 69 6 60 garh 8 5 5 5 0 0 00 0 0 0 6 6 1 Mandal 45O/ 7 2 2 16 10 95 220 50 1 1 16 0 Kerkhera ST06 55 3 50 70 600 9 42 90 garh 8 5 2 5 3 0 0 0 00 0 6 9 7 1 Mandal Jhalon Ka 45O/ 7 2 2 15 15 13 0 ST06 14 3 39 68 75 50 250 800 9 30 1 38 53 garh Dhoondha 8 5 5 5 0 00 2 8 1 Mandal Sadaramji Ka 45O/ ST06 7 2 20 2 6 50 71 40 20 35 70 200 1 2 3 50 10

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0 garh Khera 8 5 2 5 0 0 0 0 5 5 2 9 1 Mandal 45O/ 7 1 2 55 12 75 1 Amritpuriya ST06 23 6 1 76 50 75 350 4 6 5 26 12 53 garh 8 5 7 5 0 5 0 0 1 Mandal 45O/ 7 1 2 60 12 45 1 Golam Garh ST06 4 7 16 84 150 250 80 5 9 7 25 23 69 garh 4 5 3 5 0 5 0 1 1 Mandal 45O/ 7 2 15 2 1 Damti ST06 7 55 9 26 85 55 80 90 60 90 7 7 40 20 99 garh 4 5 5 00 5 2 1 Mandal Neem Ka 45O/ 7 32 2 1 19. 11 1 GN01 9 15 1. 3 51 garh Khera 4 5 .4 5 3 7 4 3 60 25 0 70 5 20 0 .5 1 Mandal 45O/ 7 1 2 1 40 50 1 2 13 1 Patiyal ST06 16 40 83 40 50 600 125 3 30 67 garh 4 5 7 5 4 0 0 0 4 4 4 1 Mandal Saran Ka 45O/ 7 2 1 31 80 200 150 50 1 13 1 GN01 7 53 43 91 80 9 10 35 69 garh Khera 4 5 5 7 5 0 0 0 00 4 1 5 1 Mandal 45O/ 7 1 2 12 25 200 2 12 1 Tharoda ST06 37 9 11 73 30 900 7 12 85 garh 8 5 7 5 5 0 0 5 8 6 1 Mandal 45O/ 7 2 60 15 1 Tahla SH06 3 25 7 35 86 17 80 400 300 3 4 8 11 74 99 garh 4 5 5 0 00 7 1 Mandal Mandi 45O/ 7 2 1 15 70 1 16 1 GN01 0 30 46 87 25 75 650 550 4 6 45 95 garh Nathan 4 5 5 0 0 0 5 5 8 1 Mandal 45K/1 7 5 2 1 15 1 Seegoli GN01 8 5 88 34 40 50 350 150 5 6 5 9 54 80 garh 6 4 8 5 0 00 9 1 7 2 2 55 15 3. 3 12 Raipur Sarewari 45K/3 BG01 5 3 15 19 15 70 25 15 21 13 60 2 4 5 6 0 00 6 1 9

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0 1 7 2 2 30 12 150 2 Raipur Chhatol 45K/3 BG01 3 27 50 14 95 400 2 10 8 19 39 4 5 2 0 5 0 1 1 7 2 2 25 12 35 300 50 0. 2 Raipur Palran 45K/3 BG01 7 12 42 15 435 19 5 15 20 60 4 5 1 0 5 0 0 00 6 2 1 7 1 2 2 14 10 3. 1 2 Raipur Raipur 45K/3 BG01 32 14 16 15 20 36 20 3 27 22 66 4 0 5 3 0 00 5 0 3 1 Nandsa 7 1 2 2 15 6. 7. 10 2 Raipur 45K/3 BG01 14 17 10 21 8 80 50 25 3 35 48 Jageer 4 3 5 1 0 5 5 0 4 1 7 1 2 2 10 25 150 15 1 13 2 Raipur Mokhampura 45K/3 BG01 23 53 17 20 200 4 6 58 52 4 2 5 4 0 0 0 00 2 1 5 1 7 1 2 2 15 15 1 10 2 Raipur Bagoliya 45K/3 BG01 29 48 18 10 40 150 50 3 3 56 27 4 0 5 8 00 00 2 2 6 1 Narayan 7 1 2 2 10 15 300 500 77 1 2 Raipur 45K/7 BG01 23 30 9 37 6 6 14 22 64 Khera 4 6 5 0 0 00 0 0 7 5 7 1 7 2 1 30 6. 2 Raipur Theekariyan 45K/3 BG01 2 30 11 13 30 65 80 315 115 2 1 8 10 28 4 5 8 0 5 8 1 7 2 1 13 27 150 2 2 Raipur Charot 45K/3 BG01 7 11 11 12 85 6 13 41 4 5 8 3 5 0 2 9 1 7 1 2 1 11 20 150 20 2. 9. 3 Sahara Bhootela 45K/3 BG01 53 19 11 52 950 7 14 20 54 4 1 5 5 0 0 0 00 5 5 0 1 7 1 2 1 25 15 300 500 1 3 Sahara Cheer Khera 45K/7 BG01 12 14 8 25 4 15 40 71 4 7 5 8 0 00 0 0 2 1

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1 7 2 2 1 50 30 150 15 1 2 10 3 Sahara Mangras 45K/8 GN01 41 26 1 35 350 9 25 35 4 3 5 2 0 0 0 00 0 1 0 2 1 7 1 2 20 20 70 400 500 2 13 3 Sahara Baghera 45K/8 BG01 57 9 11 3 3 15 92 4 6 5 0 00 0 0 0 4 3 3 1 7 1 32 2 10 3 Sahara Majhawas 45K/4 BG01 4 7.8 18 40 4 2 .3 5 9 4 0 50 00 1 5 6 1 7 1 9. 2 42. 10 3 Sahara Dhangras 45K/4 BG01 5 15 1. 1 17 4 3 3 5 9 8 5 8 0 80 500 6 6 0 .6 1 7 2 1 10 15 150 3 3 Sahara Khakhla 45K/4 BG01 8 57 27 6 25 300 6 14 17 71 4 5 1 0 00 0 3 6 1 7 2 1 17 50 2 6 13 3 Sahara Bijepur 45K/4 SC01 7 1 3 5 75 625 200 2 47 4 5 2 5 0 0 6 5 7 1 7 1 2 1 11 150 5 12 3 Sahara Kangani 45K/4 BG01 15 3 4 13 40 75 6 17 50 4 1 5 2 0 0 5 7 8 1 7 1 2 1 12 150 300 5 13 3 Sahara Sahara (rural) 45K/4 BG01 6 47 7 7 27 4 11 67 4 4 5 1 0 0 0 0 2 9 1 7 1 2 1 11 23 50 150 40 1 4 Sahara Galodiya 45K/8 GN01 34 24 2 350 3 5 13 40 80 4 7 5 1 0 0 0 0 00 7 0 1 Shahpu 45K/1 7 4 2 5 20 150 20 4 Kothiya BG01 22 2 94 10 50 5 4 36 3 23 30 95 ra 3 4 6 5 2 0 0 00 1 1 Shahpu 45K/1 7 4 2 5 20 150 2 4 Itariya BG01 53 15 95 15 35 5 8 21 22 78 ra 3 4 8 5 1 0 0 8 2 1 Shahpu Ganpatiya 45K/1 BG01 7 5 30 2 5 52 97 7 33 25 90 100 55 4 10 2 60 37 13

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4 ra Khera 3 4 7 5 0 0 7 8 3 1 Shahpu Taswariya 45K/1 7 5 2 4 10 12 300 50 5. 4 BG01 19 43 20 70 207 21 1 28 43 98 ra Bansa 3 4 8 5 6 2 0 0 00 3 4 1 Shahpu Phooliya 45K/1 7 5 2 4 15 150 30 6. 13 4 BG01 40 15 98 50 30 55 4 6 83 33 ra Kalan 3 4 7 5 9 0 0 00 5 3 5 1 Shahpu Kanechhan 45K/1 7 5 2 4 10 15 2 13 4 BG01 49 36 15 55 26 44 22 5 10 51 50 ra Kalan 3 4 3 5 4 1 00 0 4 6 1 Shahpu 45K/1 7 5 2 5 17 150 300 50 2 14 4 Sangariya BG01 9 7 96 50 60 3 12 40 60 ra 3 4 1 5 0 5 0 0 00 5 0 7 1 Shahpu 45K/1 7 4 2 4 22 20 4 Purani Arwar BG01 10 36 93 36 80 325 200 4 5 2 31 38 79 ra 3 4 9 5 9 5 00 8 1 Shahpu 45K/1 7 4 2 4 150 30 1 4 Khamor BG01 34 31 99 51 45 39 3 4 25 25 12 80 ra 4 4 6 5 4 0 00 5 9 1 Shahpu 45K/1 7 5 2 4 10 15 2 13 5 Dhokaliya BG01 10 27 65 22 43 201 220 1 12 42 54 ra 4 4 1 5 4 0 00 8 7 0 1 Shahpu 45K/1 7 5 2 4 10 10 200 50 1 2 5 Dohariya BG01 21 31 81 60 250 7 38 16 94 ra 4 4 8 5 4 3 0 0 00 0 3 1 1 Shahpu 45O/ 7 2 4 10 10 65 100 150 50 2 10 5 Mal Khera BG01 0 36 39 75 5 10 28 36 ra 2 5 5 0 4 00 0 0 0 00 1 6 2 1 Shahpu Raghunthpur 45O/ 7 5 2 3 16 5 BG01 7 25 3 ra a (bansra 2 5 2 5 2 8 3 10 8 40 25 300 1 5 0 20 56 1 Shahpu 45K/1 7 5 2 3 16 5 Shahpura (M) BG01 40 17 5 ra 4 4 3 5 6 6 35 15 80 40 400 1 15 0 30 96

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4 1 Shahpu 45K/1 7 5 2 3 16 5 Borda BG01 19 54 1 ra 4 4 0 5 7 5 5 20 40 18 50 400 1 4 8 70 93 1 Shahpu Phooliya 45K/1 7 4 2 3 16 5 BG01 45 53 12 7 ra Khurd 4 4 8 5 4 4 6 50 25 0 20 1 12 0 83 1 Shahpu 45K/1 7 4 2 3 16 5 Dheekola BG01 30 41 3 ra 4 4 9 5 3 7 7 5 80 30 500 1 30 0 61 1 Shahpu 45K/1 7 5 2 3 16 5 Mindoliya BG01 47 37 1. 4 61 ra 4 4 3 5 1 9 8 80 20 80 400 5 20 0 .5 1 Shahpu 45K/1 7 5 2 3 17 5 Arniya Rasan BG01 41 23 3 ra 4 4 5 5 4 0 9 30 12 70 400 1 20 0 51 1 Shahpu 45K/1 7 5 2 2 17 6 Lulas BG01 1 17 40 1 ra 5 4 1 5 9 4 0 50 20 60 30 150 00 1 4 5 15 40 75 1 Suwan 45K/1 7 4 13 2 2 27. 14 6 Reechhra BG01 12 8 10 a 1 4 4 .1 5 6 9 5 1 5 25 0 800 1 20 0 1 1 Suwan Mahuwa 45K/1 7 4 14 2 2 56. 14 6 BG01 6 a Kalan 5 4 7 .3 5 7 8 6 2 12 25 90 20 1 6 0 67 1 Suwan 45K/1 7 4 2. 2 2 47. 13 6 Suwana BG01 16 5 a 1 4 3 3 5 0 2 9 3 35 0 80 20 1 15 0 66 1 Suwan Bheelwara 45K/1 7 3 43 2 2 11 6 BG01 3.5 1. 3 39 a (m1) 1 4 9 .5 5 0 5 4 28 15 50 600 2 8 0 .2 1 Suwan 45K/1 7 3 36 2 2 55. 12 6 Pansal GN01 15 1. 3 37 a 1 4 4 .4 5 0 7 3 5 45 0 30 10 6 6 0 .6

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1 Suwan 7 2 31 2 1 11 6 Ojhagar 45K/7 BG01 1 22 400 1. 2 66 a 4 5 .7 5 6 0 6 80 0 80 260 0 5 10 5 30 .5 1 Suwan Bheelwara 45K/1 7 3 12 2 2 29. 12 6 GN01 40 a (m2) 1 4 7 .5 5 0 8 0 7 18 70 00 1 10 11 1 Suwan 45K/1 7 3 2 1 15. 10 6 Kanoli BG01 8 20 1. 3 81 a 1 4 6 5 6 7 5 8 13 0 90 300 70 5 25 0 25 .5 1 Suwan Bheelwara 45K/1 7 3 2 1 30. 12 6 BG01 43 40 a (m3) 1 4 3 5 8 9 4 9 8 50 00 1 10 11 1 Suwan 45K/1 7 4 37 2 1 11. 11 7 Bholi BG01 1 a 1 4 0 .1 5 7 2 6 0 8 60 25 160 40 1 8 0 60 79 1 Suwan 45K/1 7 4 39 2 1 36. 14 7 Kanda GR02 10 80 200 3 a 5 4 6 .5 5 7 3 0 1 0 0 80 0 30 1 20 0 35 86 1 Suwan 45K/1 7 4 38 2 1 11 7 Mangrop QZ02 14 25 14 400 3 a 2 4 1 .8 5 4 8 2 70 0 0 0 1 25 0 56 1 Suwan 45K/1 7 3 2 1 22. 10 7 Swaroopganj BG01 10 34 4. 64 a 2 4 8 5 3 2 7 3 24 0 90 5 60 .5 1 Suwan 45K/1 7 3 1. 2 1 58. 10 7 Sagat Puriya BG01 1. 1 75 a 2 4 5 2 5 0 7 6 4 10 90 50 150 70 8 8 6 50 .8 1 Suwan 45K/1 7 3 28 2 1 44. 11 7 Deoli BG01 40 1. 26 a 2 4 3 .3 5 3 3 9 5 40 25 00 5 25 .5 1 Suwan 7 2 31 2 1 46. 11 7 Gonwaliya 45K/8 BG01 1. 1 25 a 4 8 .6 5 1 7 1 6 90 8 50 800 4 12 2 .4

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Annexure IV Chemical analysis results of collected samples during NHS monitoring 2014-15 S.N EC in μS/cm at CO HCO SO M SiO TD Location Block pH Cl NO3 PO4 TH Ca Na K F Fe o. 250C 3 3 4 g 2 S 182 1 KODUKOTA Suwana 2800 24 477 472 365 111 18 16 645 26 8.33 35.00 0.04 4.60 5.50 0.22 0

2 GAGEDA Hurara 1210 30 220 209 110 170 38 18 225 21 787 8.40 12.00 0.06 5.40 5.20 0.10 171 3 BARASNI Asind 2640 0 501 542 194 260 74 18 528 12 7.99 30.00 0.23 5.90 4.20 3.10 6 245 141 29 16 120 484 4 KANCHAN-KALA Shahpura 7450 0 251 330 29 8.03 7 25.00 0.04 0 8 2 8 8.20 4.10 0.33 3

5 JIWANLIYAN Maldal 1000 0 440 74 35 120 22 16 194 28 650 8.10 40.00 0.05 4.20 3.20 0.12

6 HAMIRGARH Suwana 1070 0 422 86 108 240 38 35 162 11 696 8.28 13.00 0.04 3.40 2.30 0.60 100 7 LAKOLA Sahara 1550 0 574 162 130 240 46 30 281 29 8.22 15.00 0.04 7.40 2.10 0.60 8 241 173 16 32 136 551 8 PAROLI Jahazpur 8490 0 885 560 12 8.01 1 9.00 0.09 1 6 0 8 13.00 1.85 1.30 9 10 258 9 GULABPURA Hurara 3980 0 647 882 320 605 68 716 15 7.79 70.00 0.08 6 9.70 1.80 2.10 7 239 10 BADNOR Asind 3690 0 257 887 490 336 53 49 778 12 7.89 60.00 0.09 3.00 1.60 0.05 9 140 112 17 16 359 11 MANDAPIA RS Suwana 5530 0 641 450 869 25.8 8.08 8 70.00 0.03 6 2 9 19.00 1.56 0.22 5 106 12 GANGAPUR Sahara 1640 12 251 274 120 395 44 69 221 15 8.35 180.00 0.06 10.00 1.52 0.30 6 10 192 13 BORANI Jahazpur 2960 0 593 402 290 670 98 385 6.2 7.47 195.00 0.15 3 7.80 1.51 0.60 4 14 10 250 14 AMARWASI Jahazpur 3850 16 812 600 236 790 489 6.2 8.40 180.00 0.12 6 3 68.00 1.30 0.55 3 149 15 DEVARIA Sahara 2300 0 629 312 243 480 60 80 341 15.2 7.72 35.00 0.17 15.00 1.10 0.30 5 11 117 16 PITAKHERA Raipur 1800 0 440 287 220 395 29 272 27 8.39 5.00 0.09 0 16.00 1.10 0.11 0 12 161 17 RAILA ROAD Banera 2490 0 458 412 209 630 77 325 19 8.01 210.00 0.05 6 18.00 1.10 0.52 9 16 12 269 18 Dahimatha Asind 4150 120 910 600 250 910 535 6.8 8.50 39.00 0.02 2 3 12.10 0.90 0.20 8 NANGPURA 139 19 Raipur 2140 0 324 373 245 270 50 35 364 11 (THALA) 7.92 26.00 0.14 6.10 0.70 0.11 1 172 20 GULABPURA Jahazpur 2650 24 519 458 185 290 42 45 492 8.6 8.40 70.00 0.01 5.70 0.60 0.30 3 Mandalga 10 21 MANDALGARH 1210 0 263 107 146 400 34 120 15 787 rh 8.10 160.00 0.05 4 1.20 0.55 0.23

22 JAHAJPUR Jahazpur 1050 0 446 89 35 370 78 43 69 7 683 8.04 6.00 0.01 13.60 0.42 0.50

23 KOTARI Kotri 1460 0 434 160 135 460 62 74 145 10.2 949 8.28 78.00 0.03 9.40 0.40 0.98 Mandalga 24 SALAWATIA 295 0 111 24 30 130 34 11 15 11 192 rh 8.72 6.00 0.03 2.60 0.40 0.60 Mandalga 25 BIJOLIA 1040 0 239 128 120 310 86 23 116 16.3 676 rh 7.60 78.00 0.24 6.40 0.30 0.60

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Annexure VII SALIENT DATA OF BOREHOLES DRILLED BY CGWB IN BHILWARA DISTRICT S. Location Coordin Ty Year Dept Dept Zones Formati SW Disc. DD Tran Stor Chemical Quality Remark ates pe of h h tapped on L s. a. s No Lat. Long. of cons. drille cons (mbgl) tapped (m) (lpm) (m) m2/d (s) EC Cl F . d tr. ay wel (m) (m) Fro T mmhos mg/l m l m o /cm at g/l 25°C C- Bhagthalla-I 25°55’ 74°49’ E 81-84 26.2 26.2 10 16 Allu - - - - - 450 72 0. Abando 1 W 0 0 19 26 95 ned due to poor yield C- Bhagthalla- 25°52’ 74°49’ E 81-84 13.0 12.7 19 26 Allu 5.6 250 2.4 845 - 250 7.1 0. - 2 II W 0 5 5 4 90 C- Baori 25°52’ 74°50’ E 81-84 14.5 14.0 7 11 Allu 5.3 400 3.8 499 - 2210 391 1. - 3 W 0 0 2 0 66 C- Sanoaria 25°51’ 74°51’ E 81-84 25.1 20.0 9 18 Allu 3.2 1001 1.3 253 - 1840 314 0. - 4 W 4 0 3 6 3 96 C- Shibji Ka 25°50’ 74°50’ E 81-84 14.6 14.7 6 14 Allu 7.9 1372 1.4 258 - 1440 213 3. - 5 Baag W 9 5 0 3 1 40 C- Ganpatia 25°50’ 74°57’ E 81-84 13.0 13.0 7 12 Allu 3.8 554 0.7 310 - 390 43 2. - 6 Khera W 0 0 9 0 8 30 C- Phulia 25°50’ 74°58’ E 81-84 16.5 16.0 6 14 Allu 2.2 1872 2.2 158 - 445 35 1. - 7 W 0 0 8 4 5 10 C- Rampura 25°50’ 74°50’ E 81-84 21.0 20.5 11 18 Allu 8.1 1142 1.2 250 - 1340 206 1. - 8 W 0 0 0 1 7 60 C- Jalindri-I 25°18’ 75°22’ E 98-99 14.0 14.0 Nak Quartzit 6.2 465 ------Abando 9 W 0 0 ed e 0 ned due to drilling proble m C- Jalindri-II 25°18’ 75°22’ E 98-99 58.0 58.0 Nak Shale & 5.5 1223 6.7 230 - 1900 149 0. - 10 W 0 0 ed quartzit 1 9 22 e C- Kama 25°08’ 75°22’ E 98-99 178. 178. Nak SST & 8.6 Negl. ------Abando 11 W 00 00 ed Shale 4 ned due to poor dischar

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C- Tilaswa 25°03’3 75°19’ E 98-99 124. 124. Nak SSt 4.1 1222 6.3 229 - 585 57 0. - 12 0” 30” W 00 00 ed 6 3 65 C- Sarana 25°11’ 75°02’ E 98-99 153. 153. Nak Quartzit 4.1 660 23. 50 - 880 39 0. - 13 W 20 20 ed e 4 87 70 Phyllite C- V.S.P.N. 25°21’3 74°39’ E 98-99 132. 132. Nak Schist 10. 484 26. 15.6 - 5430 149 0. - 14 Bhilwara 0” W 00 00 ed 95 55 1 8 68 C- Agarpura 25°20’4 74°44’ E 98-99 179. 179. Nak Schist 14. 183 28. 8.08 - 1100 99 2. - 15 5” 00” W 00 00 ed Amphib 25 65 76 olite C- Pansal 25°21’2 74°34’ E 98-99 178. 178. Nak Schist 16. Dry ------Abando 16 0” 35” W 50 50 ed 87 ned being dry C- Suras 25°34’4 74°23’ E 98-99 178. 178. Nak Calc. 32. Negl. ------Abando 17 0” 30” W 50 50 ed Silicate 00 ned due to neglibib le dischar ge C- Kirtipura 25°23’1 74°15’ E 98-99 172. 172. Nak -do- 2.1 200 19. - - 985 149 1. - 18 5” 00” W 30 30 ed 5 12 16 C- Tapriya 25°12’3 74°37’ E 98-99 174. 174. Nak Schist 5.5 60 50. - - - - 19 Khera 0” 00” W 00 00 ed 5 (PYT 44 ) C- Belia Kalan 25°14’ 74°38’ E 99- 134. 134. Nak Schist 5.9 60 41. - - 490 43 0. - 20 W 2000 00 00 ed gneiss 2 (PYT 00 69 ) C- Gulab Pura- 25°53’4 74°37’ E 2000- 200. 200. Nak Gneiss 14. 20 >40 - - 5640 142 1. Abando 21 I 3” 54” W 2001 40 40 ed 20 (PYT 0 18 ned ) due to poor yield C- Khari 25°53’5 74°36’ E -do- 117. 117. Nak Gneiss 4.9 315 41. - - 18030 724 1. Abando 22 Kalamba 9” 34” W 50 50 ed 9 (PYT 16 2 38 ned ) due to high salinity 129

C- Gulab Pura 25°48’0 74°37’ E -do- 202. 202. Nak Gneiss - Dry - - - - - Abando 23 – II 2” 27” W 90 90 ed ned due to no dischar ge C- Lambia 25°34’7 74°35’ E -do- 172. 172. 13 15 Gneiss 7.4 82 36. - - 870 50 2. - 24 Kalan 4” 12” W 00 00 130 13 5 (PYT 60 40 142 5 ) 14 8 C- Mangrop 25°14’7 74°40’ E -do- 200. 200. 20 25 Gneiss 14. 65 27. - - 36280 162 0. Abando 25 4” 45” W 85 85 189 19 05 (PYT 40 59 40 ned 5 ) due to poor dischar ge 26 Amarpura 25 30 75 06 E 2001- 65.6 65.6 Nak Dolomit 17. 830 6.3 - - 725 43 0. 24 54 W 02 0 0 ed e 93 5 14 27 Kanti I 25 25 75 02 E 2001- 25.9 Nak Dolomit - - 1090 128 0. 46 32 W 02 0 ed e 64 28 Kanti II 25 25 75 02 E 2001- 187. 187. Nak Dolomit 23. mea - - - - - 46 32 W 02 60 60 ed e 00 gre 29 Kheri 25 27 75 54 E 2001- 115. 115. Nak Schist 26. mea - - 10550 369 0. 41 45 W 02 40 40 ed 90 gre 2 66 30 Pancha Ka 25 38 75 18 E 2001- 41.2 41.2 Nak Schist 12. 20 13. - - 500 28 1. Bara 08 07 W 02 0 0 ed 94 96 91 31 Pander 25 3815 75 11 E 2001- 163. 163. Nak Schist 11. 50 - - 2320 440 7. 20 W 02 20 20 ed 00 68 32 Amalda 25 29 75 09 E 2001- 22.9 Nak Quartzit - - - - - 31 08 W 02 0 ed e 33 Gadoli 25 41 75 22 E 2001- 196. 196. Nak Schist 2.4 220 34. - - 1845 355 1. 12 40 W 02 70 70 ed 9 37 70 34 Sarsiya 25 34 75 13 E 2001- 144. 144. Nak Schist 7.7 120 - - 820 71 1. 48 47 W 02 40 40 ed 1 00 35 Dhanao 26°50’ 74°53’ SH 81-84 13.6 - - Allu - - - - - 1510 128 2. 4 00

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