कᴂद्रीय भूमि जल बो셍ड जल संसाधन, नदी विकास और गंगा संरक्षण विभाग, जल शक्ति मंत्रालय भारत सरकार Central Ground Water Board Department of Water Resources, River Development and Ganga Rejuvenation, Ministry of Jal Shakti Government of India
AQUIFER MAPPING AND MANAGEMENT OF GROUND WATER RESOURCES AKOLA DISTRICT, MAHARASHTRA
मध्य क्षेत्र, नागपुर Central Region, Nagpur
Interim Report
2138/NQM/2018
कायाडलयीन उपयोग हेतु
For official use only
भारत सरकार
Government of India जल संसाधन, नदी विकास एिं गंगा संरक्षण मंत्रालय Ministry of Water Resources, River Development & Ganga Rejuvenation केन्द्रीय भूवम जल बो셍ड CENTRAL GROUND WATER BOARD
अकोला वजला, महाराष्ट्र, के जलभृत न啍शे एिं भूजल प्रबंधन योजना
Aquifer Maps and
Ground Water Management Plan of Akola District, Maharashtra
AKOLA DISTRICT, MAHARASHTRA
जजला अकोला, िहाराष्ट्र
AAP 2016-17
ि鵍य क्षेत्र, नागपुर / Central Region, Nagpur
2018/ March 2018 मा셍च
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
AQUIFER MAPS AND GROUND WATER MANAGEMENT PLAN, AKOLA DISTRICT, MAHARASHTRA
CONTRIBUTORS
Principal Authors Nelofar : Scientist-B J. R. Verma : Scientist-D Supervision & Guidance D. Subba Rao : Regional Director P. K. Parchure : Regional Director Dr. P. K. Jain : Superintending Hydrogeologist Dr. Bhushan R. Lamsoge Senior Hydrogeologist/ Scientist-D Hydrogeology, GIS maps and Management Plan J. R. Verma : Scientist-D Nelofar : Junior Hydrogeologist/ Scientist-B Groundwater Exploration S. K. Bhatnagar : Scientist-D V. Venkatesam : Senior Technical Assistant (HG)
Chemical Analysis Dr. Devsharan Verma : Scientist B (Chemist) Dr. Rajni Kant Sharma : Scientist B (Chemist) T. Dinesh Kumar : Assistant Chemist
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
AKOLA DISTRICT AT A GLANCE
1. GENERAL INFORMATION Geographical Area : 5420 Sq Km Administrative Divisions (2011) : Block-7; Akola, Akot, Balapur, Barshi Takli, Murtijapur, Patur and Telhara Villages (Census 2011) : 1009 Nos. Population : 18,13,906 Rainfall 2016 804.7 mm Normal rainfall (1901-1915) 722 to 854.1 mm Long term rainfall Trend -11.99 m/year (Barshi Takli block) to 0.383 m/year (1901-1915) (Telhara block) 2. GEOMORPHOLOGY Major Physiographic unit : Three; Satpuda hill range, Deccan Plateau and Purna Alluvium plain Major Drainage : Purna River and its tributaries namely Katepurna, Morna, Nirguna, Uma, Mun, Shahnur, Pedhi, and Wan 3. LAND USE (2007-08) (sources: mahasdb.maharashtra.gov.in/district Report) Forest Area : 364.14 Sq. Km. (6.7 %) Net Area Sown : 4473.31 Sq. Km. (82.53 %) Cultivable Area : 4664.62 Sq. Km. (86.06 %) 4. SOIL TYPE : Medium black and Deep black soil. 5. PRINCIPAL CROPS (2013-14) Cotton : 1221.69 sq. km. Pulses : 1032.12 sq. km. Oil Seeds : 688.57 sq. km. Cereals : 605.29 sq. km. 6. IRRIGATION BY DIFFERENT SOURCES (2013-14) - Nos. / Potential Created (ha) Dugwells : 16737/ 24447 Tubewells/Borewells : 324 / 1092 Other Minor Surface Sources : 609 / 1764 Net Irrigated Area : 4851.22 sq km 7. GROUND WATER MONITORING WELLS (March 2017) Dugwells : 30 Piezometers : 09 8. GEOLOGY Recent : Alluvium Upper Cretaceous-Lower : Basalt (Deccan Traps) Eocene 9. HYDROGEOLOGY Water Bearing Formation : Alluvium- Sand and Gravel Basalt (Deccan Traps) weathered, fractured, jointed Depth to water level in Shallow Aquifer Premonsoon Depth to Water : 1.3 to 30.3 mbgl Level (May-2016) Postmonsoon Depth to Water : 0.5 to 29 mbgl Level (Nov.-2016)
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Depth to water level in Deeper Aquifer Premonsoon Depth to Water 6.00 to 55 mbgl Level (May-2016) Postmonsoon Depth to Water 6.00 to 27 mbgl Level (Nov.-2016) Water level Trend (2007-16) Premonsoon Water Level Trend : Rise: 0.00085 to 0.363 m/year (2007-2016) Fall: 0.0063 to 1.9827 m/year Postmonsoon Water Level : Rise: 0.0134 to 0.48 m/year Trend (2007-2016) Fall: 0.0037 to 0.7949 m/year 10. GROUND WATER EXPLORATION (As on March, 2017) Wells Drilled : EW-112, OW-35, Pz-15 Depth Range : 11.30 to 434 mbgl Discharge : 0.025 -33.00 lps Storativity : 3 x 10-6 to 1.7 x 10-3 Transmissivity : 1.71 to 247 m2/day (Basalt) 18.55 to 6725 m2/day (Alluvium) 11. GROUND WATER QUALITY Good and suitable for drinking and irrigation purpose, except the saline areas of the Purna Alluvium and Nitrate and Fluoride affected locations for drinking purpose.
Type of Water : Basalt- Ca-HCO3 Alluvium- Na-HCO3 & Na-Cl 12. DYNAMIC GROUND WATER RESOURCES- (2013) Net Annual Ground Water : 40427.98 ham Availability (ham) Total Draft (Irrigation + : 17560.48 ham Domestic+ Industrial) Projected Demand (Domestic + : 2819.79 ham Industrial) Stage of Ground Water : 43.44 % Development Category Safe 13. MAJOR GROUND WATER PROBLEMS AND ISSUES Frequent droughts, declining water levels and parts of the Purna River Alluvium affected by inland salinity. Wide range of problems were faced during exploratory drilling operations in hard rock areas of Akola district i.e., mainly caving formation (red bole) and loss of drilling medium. 14. Aquifer Management Plan Supply side Management Proposed AR structures: 174 Percolation tanks, 185 Check dams and 121 recharge shafts, 1194 farm ponds Demand side Management Not Proposed
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
AQUIFER MAPS AND GROUND WATER MANAGEMENT PLAN, AKOLA DISTRICT, MAHARASHTRA
CONTENTS 1.0 Introduction ...... 1 2.0 Physiography, Drainage and Soil Types ...... 4 3.0 Climate and Rainfall ...... 5 4.0 Geology ...... 8 5.0 Major Aquifer Systems ...... 9 6.0 Water Level Scenario ...... 19 7.0 Ground Water Quality ...... 25 8.0 Ground Water Resources ...... 30 9.0 Ground Water Related Issues ...... 34 10.0 Ground Water Management Plan ...... 35 11.0 Sum Up ...... 41
BLOCK WISE AQUIFER MAPS AND GROUND WATER MANAGEMENT PLAN
1.0 Aquifer Maps and Ground Water Management Plan of Akola Block ...... 43 2.0 Aquifer Maps and Ground Water Management Plan of Akot Block ...... 52 3.0 Aquifer Maps and Ground Water Management Plan of Balapur Block ...... 61 4.0 Aquifer Maps and Ground Water Management Plan of Barshi Takli Block ...... 70 5.0 Aquifer Maps and Ground Water Management Plan of Murtijapur Block ...... 79 6.0 Aquifer Maps and Ground Water Management Plan of Patur Block ...... 88 7.0 Aquifer Maps and Ground Water Management Plan of Telhara Block ...... 97
LIST OF FIGURES
Figure 1.1 (a & b): Index and Administrative map, Akola District ...... 2 Figure 1.2: Locations of Existing Exploratory wells and Ground Water Monitoring Wells...... 3 Figure 2.1: Physiography and Drainage ...... 4 Figure 2.2: Soil, Akola district ...... 5 Figure 3.1: Isohyetal map of Akola district ...... 7 Figure 3.2: Average Annual Rainfall (2007-2016) ...... 7 Figure 4.1 : Geological Map ...... 9 Figure 5.1 : Major Aquifers ...... 10 Figure 5.2 : Hydrogeology ...... 11 Figure 5.3 : Aquifer wise Depth of occurrence and fractured/granular rock thickness ...... 13 Figure 5.4 : Aquifer wise Yield Potential ...... 14 Figure 5.5 : 3D Aquifer Disposition ...... 15 Figure 5.6 : 3D Fence Disposition ...... 15 Figure 5.7 : 3D Bar Disposition ...... 16 Figure 5.8: Lithological Cross Sections ...... 16 Figure 6.1 DTWL shallow aquifer (May 2016) ...... 20 Figure 6.2: DTWL shallow aquifer (Nov. 2016) ...... 21 Figure 6.3: DTWL deeper aquifer (May 2016) ...... 22 Figure 6.4: DTWL deeper aquifer (Nov. 2016) ...... 22 Figure 6.5: Pre-monsoon decadal trend (2007-16) ...... 23 Figure 6.6: Postmonsoon decadal trend (2007-16) ...... 23 Figure 6.7: Hydrographs (2007-16) ...... 24 Figure 7.1: Ground water quality, Aquifer-I ...... 27 Figure 7.2: Ground water quality, Aquifer-II &III ...... 32
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Figure 8.1: Ground Water Resources ...... 31 Figure 10.1: Location of Proposed Artificial Recharge structures ...... 37 Figure 10.2: Proposed Area for construction of farm ponds ...... 38 Figure 10.3: Additional area proposed to be bought under Assured GW irrigation ...... 40
LIST OF TABLES
Table 3.1: Long-term rainfall analysis ...... 6 Table 3.2: Annual rainfall data (2007-2016) ...... 6 Table 4.1: Generalized Geological sequence of Akola district ...... 8 Table 5.1: Aquifer Characteristic of Akola district ...... 12 Table 7.1: Aquifer wise ranges of chemical constituents in Akola district ...... 25 Table 7.2: Aquifer wise Distribution of Electrical conductivity data ...... 26 Table 7.3: Aquifer wise nitrate and Fluoride concentration ...... 27 Table 7.4: Classification of ground water sample in Shallow Aquifer for drinking purpose.... 28 Table 7.5: Classification of ground water sample in Deeper Aquifer for drinking purpose .... 28 Table 7.6: Classification of Ground water for Irrigation based on EC values ...... 29 Table 7.7: Classification of Ground water for Irrigation based on SAR values ...... 30 Table 7.8: Classification of Ground water for Irrigation based on RSC values ...... 30 Table 8.1: Ground water resources, Aquifer-I, Akola district (2013) ...... 31 Table 8.2: Ground Water Resources of Aquifer-II (Deeper aquifer) ...... 33 Table 8.3: Ground Water Resources of Aquifer-III (Deeper aquifer) ...... 33 Table 10.1: Area feasible and volume available for Artificial Recharge ...... 36 Table 10.2: Proposed Artificial Recharge Structures ...... 36 Table 10.3: Block wise proposed number of farm ponds ...... 37 Table 10.4: Expected benefits after management options ...... 39 Table 10.5: Block wise additional area under assured GW Irrigation ...... 39
LIST OF ANNEXURES
Annexure-I: Salient Features of Ground Water Exploration ...... 107 Annexure-II: Details of GW monitoring wells and KOWs in Akola district ...... 108 Annexure-III: Details of Microlevel wells in Akola district ...... 112 Annexure-IV: Water Level of GWM wells (2016) with long term trend (2007-2016) ...... 117 Annexure-IV: Chemical analysis of ground water samples, Shallow aquifers ...... 119 Annexure-V: Chemical analysis of ground water samples, Deeper aquifers ...... 122 Annexure-VI: Location of proposed Percolation tanks in Akola district ...... 125 Annexure-VII: Location of proposed check dams in Akola district ...... 129 Annexure-VIII: Location of proposed Site for Recharge Shaft in Akola district ...... 133
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
AQUIFER MAPS AND GROUND WATER MANAGEMENT PLAN, AKOLA DISTRICT 1.0 Introduction
National Aquifer Mapping (NAQUIM) has been taken up in XII five year plan by CGWB to carry out detailed hydrogeological investigation on toposheet scale of 1:50,000. The NAQUIM has been prioritized to study Over-exploited, Critical and Semi-Critical blocks as well as the other stress areas recommended by the State Govt. Aquifer mapping is a process wherein a combination of geologic, geophysical, hydrologic and chemical analyses is applied to characterize the quantity, quality and sustainability of ground water in aquifers.
The vagaries of rainfall, inherent heterogeneity & unsustainable nature of hard rock aquifers, over exploitation of once copious alluvial aquifers, lack of regulation mechanism has a detrimental effect on ground water scenario of the Country in last decade or so. Thus, prompting the paradigm shift from “traditional groundwater development concept” to “modern groundwater management concept”.
Varied and diverse hydrogeological settings demand precise and comprehensive mapping of aquifers down to the optimum possible depth at appropriate scale to arrive at the robust and implementable ground water management plans. The proposed management plans will provide the “Road Map” for ensuring sustainable management and equitable distribution of ground water resources, thereby primarily improving drinking water security and irrigation coverage. Thus the crux of NAQUIM is not merely mapping, but reaching the goal-that of ground water management through community participation. The aquifer maps and management plans will be shared with the Administration of Akola district, Maharashtra for its effective implementation.
The activities under NAQUIM are aimed at: Identifying the aquifer geometry, Aquifer characteristics and their yield potential Quality of water occurring at various depths, Aquifer wise assessment of ground water resources Preparation of aquifer maps and Formulate ground water management plan
1.1 About the Area Akola district is one of the eleven districts of Vidarbha Region of Maharashtra State. It is situated in the northern part of the State adjoining Madhya Pradesh and lies between north latitudes 20°16’ and 21°17’ and east longitudes 76°38’ and 77°38’. The total area of the district is 5420 sq km and falls in parts of Survey of India degree sheets 55 C, 55 D, 55 G and 55 H. The district is bounded on the north by Madhya Pradesh State, on the east by Amravati district, on the west by Buldhana district and on the south and south east by Washim district.
The district headquarters is located at Akola Town. For administrative convenience, the district is divided into 7 blocks viz., Akola, Barshi Takli, Murtijapur, Akot, Telhara, Balapur and Patur. It has a total population of 18, 13,906 as per 2011 census. The district has 7 towns/blocks and 1009 villages. The major part of the district comes under Purna-Tapi basin. Purna is the main river flowing through the district.
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Akola district has been taken up under NAQUIM study during the year 2016-17.The total area of the district is about 5420 sq km. The district is categorized as safe as per Ground Water Resources Estimation as on March 2013. The Administrative and Index map of the study area is presented in Fig. 1.1 (a & b).
Ground water exploratory drilling in the district has been taken up in different phases since 1957. The ground water exploration has been done in Alluvial and hard rock areas occupied by Deccan Trap Basalt. To establish the aquifer geometry, disposition and potential of aquifers, ground water exploration down to the depth of 200 m bgl has been taken up where the data gap exists and accordingly 11 exploratory wells and 6 observation wells and 01 Piezometer have been constructed during 2016-17. A total of 112 EW, 35 OW and 15 Piezometers have been constructed till March 2017. Salient Features of Ground Water Exploration are given in Annexure-I.
39 existing ground water monitoring stations were being monitored 4 times in a year to assess the ground water scenario of the district. Based on data gap analysis additional 66 KOWs and 176 wells were inventoried to acquire micro level hydrogeological data to decipher the water level scenario, sub-surface lithological disposition and hydrogeological setup of shallow aquifer (Aquifer-I). The details of KOWs, GWM and micro level wells are given in Annexure-II and III. Locations of existing ground water monitoring stations and exploratory wells are shown in Fig.1.2.
Figure 1.1 a & b: Index and Administrative map, Akola District
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Figure 1.2: Locations of Existing Exploratory wells and Ground Water Monitoring Wells
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
2.0 Physiography, Drainage and Soil Types
The northern fringe of the district is hilly and forms part of Satpura Range. South of these hill ranges, covering almost entire north-central part constitutes the alluvial plain. The Purna River has formed a fertile basin covering four blocks of district viz., Akola, Akot, Balapur and Murtijapur blocks and also known as “PAYANGHAT”. Southern part of the district is characterized by hilly rugged terrain as a part of Deccan Plateau. Purna is the main river flowing through the district. The river Purna originates in Satpura hills in Betul district of Madhya Pradesh. Other important rivers are Man, Uma, Pedhi, Aas, Shahnur, Van, Morna, Nirguna and Katepurna (Fig. 2.1)
Figure 2.1: Physiography and Drainage
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
The soils in the district are derived from the Deccan basalt formation. Two types of soils; medium black soil occurring in central part are rich in clay content and deep black soil occur in northern and southern parts of the district. Along the major river/tributaries silty loam soil (>100 cm) is observed. The thematic map of soil distribution in the district is shown in Fig. 2.2.
Figure 2.2: Soil, Akola District
3.0 Climate and Rainfall The climate of this district is characterized by hot tropical Climate with extreme summer, Mild winter season and general dryness throughout the year except during the south-west monsoon season, i.e., June to September. As per Agro-climatic Zones of the Agriculture Department, Akola district falls under ‘Assured Rainfall Zone. The Normal rainfall of the district is 808.9 mm spread over 47 rainy days in normal condition. Long term rainfall
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
analysis (1901-2015) and annual rainfall data of last ten years is given in Table 3.1 and 3.2.The spatial distribution of the rainfall is given in Fig. 3.1. Based on long term rainfall analysis it is observed that: The normal annual rainfall in the district varies between 722 mm in Balapur block and 854.1 mm in Patur block. The coefficient of variation of the annual rainfall from the normal rainfall has been observed between 24 and 33. The probability of receiving excess rainfall varies from 16 % at Akola block to 23 % at Telhara block. Annual Average rainfall data of last ten years is analysed and presented in Fig. 3.2. This indicates that minimum rainfall occurred in 2014 (534.77 mm) and maximum in 2013 (947.87 mm) Table 3.1: Long-term rainfall analysis Category Akola Akot Balapur Barshi Murtijapur Patur Telhara Block Block Block Takli Block Block Block Block Period 1901-2015 1901-2015 1901-2015 1998 - 2015 1901-2015 1901-2015 1901-2015 No of Years 115 110 108 18 101 101 110 Normal 794.7 mm 782.7 mm 722 mm 805.2 mm 811.7 mm 854.1 mm 746.6 mm Rainfall Standard 194 mm 234 mm 190 mm 217 mm 218 mm 244 mm 249 mm Deviation Coefficient 24% 30% 26% 27% 27% 29% 33% of Variation Rainfall 0.227 0.479 -1.243 -11.991 0.175 -0.78 0.383 Trend/ mm/year mm/year mm/year mm/year mm/year mm/year mm/year Slope Years Years Years Years Years Years Years
No % No % No % No % No % No % No % Departures Positive 54 47 52 47 55 51 9 50 50 50 52 51 48 44 Negative 61 53 58 53 53 49 9 50 51 50 49 49 62 56 Droughts Moderate 14 12 19 17 20 19 2 11 18 18 16 16 20 18 Severe 2 2 4 4 1 1 0 0 2 2 3 3 4 4 Acute 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Normal & Excess R/F Normal 81 70 64 58 69 63 13 72 60 59 64 63 61 55 Excess 18 16 23 21 18 17 3 17 21 21 18 18 25 23 NOTE: Rainfall departure: EXCESS: > +25; NORMAL: +25 TO -25; MODERATE: -25 TO -50; SEVERE: -50 TO -75; ACUTE: < -75
Table 3.2: Annual rainfall data (2007-2016) (in mm) Average Block 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 Rainfall (mm) Akola 753.6 659.7 692.7 1068.8 661 783.3 891.3 566.2 778.6 862.6 771.78 Murtijapur 1012.9 501.3 535 1038.2 881.7 894.3 930.7 557.3 735.6 874.9 796.19 Akot 934.2 589 811.6 1013.3 728.8 1021 919.5 634 671.6 714.2 803.72 Patur 932.1 550 873 746 454 744.1 1102.7 592.3 774.3 991.2 775.97 Balapur 610.6 535.4 567 702.8 483 649.6 862.3 478.1 780.4 705 637.42 Telhara 963.6 510.3 751.8 797.2 521.1 812.9 1030.9 496.7 610.8 668.6 716.39 Barshi Takli 928 626.8 746.9 981.1 614.2 893.8 897.7 418.8 639.4 816.4 756.31 District Average 876.43 567.5 711.14 906.77 620.54 828.43 947.87 534.77 712.96 804.7
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Figure 3.1: Isohyetal map of Akola District
Figure 3.2: Average Annual Rainfall (2007-2016)
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
4.0 Geology
Geologically, the area is divided into two parts i.e., Alluvium and Deccan Trap Basalt formations. The generalized geological sequence occurring in the area is given in Table 4.1 and the geological map with basaltic flows is shown in Fig. 4.1.
Table 4.1: Generalized Geological sequence Akola district Geologic Period Stratigraphic unit Lithology Recent to Sub-Recent River Alluvium Clay, Silt, Sand, Gravel, Kanker etc. Eocene to Upper Deccan traps Basalt hard, massive, vesicular, Cretaceous amygdaloidal varieties with intertrappean.
Purna Alluvium:
Alluvium, belonging to the Quaternary period forms the most prominent Aquifer in the north central part of the district and consists of boulders, Cobbles, Pebbles, Gravels, sand, silt, clay and Kankar. The clast size decreases from north to south towards Purna river; Graveliferous alluvium occupies the foothills of Satpura hills and with progressive decrease in dominant clast size, the sandy alluvium occupies the central part of the district and further toward south Alluvium gets rich in clay content. The Purna alluvium attains a thickness of about 421 m as deciphered in the exploratory wells of CGWB. Alluvium is thickest in north of the district near Akot town and decreases towards south. The Alluvium can be divided into younger and older alluvium. The younger Alluvium is about 70-80 m thick and include mostly sub angular to sub rounded basaltic gravel and sand; and forms the productive Zone. On the other hand, the older alluvium is more than 250 m thick consisting of mainly clay.
Deccan Trap Basalt:
The northern and southern parts of the district are occupied by Deccan trap basaltic lava flows of upper Cretaceous to lower Eocene age. The Deccan lava sequence is grouped under Satpura group in the northern part whereas in southern part it is grouped under Sahyadri Group. The Satpura comprises of three formations viz, the uppermost Bargonda formation followed by Indore formation and lower most Kalisindhi Formation. The basaltic flows belonging to Sahyadri Group occupying southern part of the district are classified under Ajanta, Chikli, Buldhana and Karanja formations. Each individual lava flow consists of lower massive part becoming vesicular /amygdaloidal towards top, ranges in their individual thickness from a few centimeters to tens of meters. The flows have wide variation in colour and texture especially when they are amygdaloidal in nature with secondary mineral infillings such as Zeolites, calcite, and Agate and Chalcedony etc. The red /green/black bole beds constituting the marker horizons separating the two flows were discontinuous and generally inconsistent.
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Figure 4.1: Geological Map
5.0 Major Aquifer Systems Alluvium and Basalt form the main aquifers in the district. Two aquifer Systems in Basalt and three in Alluvium are found to be prevailing in the district. Based on the existing data and the data generated so far, map of major aquifer has been prepared and depicted in Fig. 5.1.
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Figure 5.1: Major Aquifers
5.1 Hydrogeology Deccan Trap Basalt of upper Cretaceous to lower Eocene age is the major rock formation in the district covering the southern part, whereas almost entire northern part is underlain by Recent Alluvium. A map depicting hydrogeological features is presented in Fig. 5.2. Northern part of the district, covering about 2650 sq km in parts of Akot, Akola and Telhara, Murtijapur blocks is underlain by Purna Alluvium. In Alluvial deposits, inter pore spaces constitutes the potential water bearing zones and prevalence of sand and gravels renders them a high degree of porosity and permeability and make them a potential ground water reservoir. However lithological variation results in variable water yielding capacity depending upon the predominance of sand-clay ratio. Purna Alluvium has a proven thickness
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018 of more than 421 meters. Based on studies the entire thickness of Alluvium has been divided into younger Alluvium and older Alluvium. The younger Alluvium consists of comparatively more sand layers and thus forms good aquifer. The older Alluvium, which is more clayey with thin horizons of sand and silt, forms a comparatively lesser potential aquifer. Ground water in Alluvium occurs both under water table and semi-confined to confined conditions. Shallow Aquifer occurs from 2 to 72 m bgl depth with water levels ranging from 1.3 to 30.3 m bgl. The yield varies from 50-300 m3/day. The deeper Aquifer is being tapped by borewells and it ranges from 11.3 to 421 m bgl, with the water level ranging from 8 to 55 m bgl.
Figure 5.2- Hydrogeology Deccan basalts are hydro geologically in-homogeneous rocks. The weathered and jointed /fractured parts of the rock constitute the zone of ground water storage and flow. The existence of multiple aquifers is characteristic of basalt and is indicative of wide
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018 variation in the joint/fracture pattern and intensity. The yield of wells is function of the permeability and transmissivity of aquifer and it depends upon the degree of weathering, intensity of joints\fractures and topographic setting of the aquifer. Due to wide variation in secondary openings, the potential areas for ground water are generally localized. In general Ground water occurs under phreatic/unconfined to semi-confined conditions in basalts. Shallow Aquifer is generally tapped by the dug wells of 5 to 34 m depth, water levels range from 3.6 to 21.6 m bgl and yield varies from 10-100 m3/day. The deeper Aquifer is being tapped by borewells with depth ranging from 20-180 m bgl and the water level from 6 to 33 m bgl. Based on Ground Water Exploration, aquifer wise characteristics are given in Table 5.1. Maps depicting aquifer wise depth of occurrence and fractured/granular zone’s thickness and yield potential are shown in Fig. 5.3 and 5.4 respectively.
Table 5.1: Aquifer Characteristic of Akola district Major Aquifers Basalt (Deccan Traps) Alluvium (River Alluvium) Type of Aquifer Aquifer-I Aquifer-II Aquifer-I Aquifer-II Aquifer-III (AL02) (AL01) (AL01) Formation Weathered/ Jointed / Alluvium-Gravel Alluvium- Alluvium- Fractured Fractured dominant or Alluvium- sand/Clay Clay Basalt Basalt Sand / silt &Clay dominant dominant alternating beds Depth of Occurrence 5 to 34 20 to 180 2 to 72 5 to 129 20 to 421 (mbgl) SWL (mbgl) 3.6 to 6 to 33 1.3 to 30.3 8 to 55 8 to 30 21.6 Granular/Weathered 1 to 12 1 to 12 0.5 to 60 2 to 60 1 to 86 /Fractured rocks thickness (m) Fractures up to 34 up to 180 up to 72 up to 129 up to 421 encountered (mbgl) Yield 10 to 100 0 to 2 50 to 300 0.5 to 5 0 to 1.5 m3/day lps m3/day lps lps
Sustainability 0.5 to 3 2 to 4 1 to 10 2 to 12 1 to 2 hrs hrs hrs hrs hrs
Transmissivity 10 to 67 5 to 70 200 to 1450 50 to 500 10 to 95 (m2/day) m2/day m2/day m2/day m2/day m2/day Specific Yield/ 0.02 1.0 x10-4 0.06 to 0.12 3.5x10-6 to 3.5x10-6 to Storativity to 1.7x10-3 1.7x10-3 (Sy/S) 5.5 X 10-5 Suitability for Suitable for both Suitable for both Suitable for Not suitable drinking/ irrigation (except Nitrate and (except NO3, F and both for both fluoride affected salinity affected (except due to high villages for drinking) villages for drinking) NO3, F and EC and NO3 salinity and F affected contaminati villages for on in few drinking) places.
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Figure 5.3: Aquifer wise Depth of occurrence and fractured/granular rock thickness (Basalt and Alluvium Aquifer)
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Yield potential Aquifer I Aquifer II Aquifer III Alluvium 50 to 300 m3/Day 0.5 to 5.0 lps 0.0 to 1.5 lps Basalt 10 to 100 m3/Day 0.0 to 2.0 lps -
Figure 5.4: Aquifer wise yield Potential (Basalt and Alluvium Aquifer)
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
5.2 Aquifer Parameters Aquifer parameters are available from ground water exploration carried out in the alluvial area of the district as well as from the pumping tests carried out on dugwells in Basaltic and Alluvial terrain. The specific capacity of the wells tapping Deccan Trap Basalt ranges between 0.02 and 6.03 lps/m-drawdown and the transmissivity ranges from 31.29 to 247 m2/day. The specific capacity of dugwells tested in alluvial aquifer ranges between 1.1 and 10 lps/m-drawdown. During the pumping tests conducted on the exploratory wells in Alluvium, the transmissivity was found to vary from 18.55 to as high as 6725 m2/day. The storage coefficient varied between 3x10-6 and 1.7x10-3. 5.3 3-D and 2-D Aquifer Disposition Based on the existing data, aquifer disposition in 3D, Fence diagram, 3D Bar diagram and several hydrogeological sections have been prepared along section lines shown in Fig. 5.5, 5.6, 5.7 and 5.8 (a to l) to understand the subsurface disposition of aquifer system.
Fig. 5.5 -3D Aquifer Disposition
Fig. 5.6: 3D Fence Diagram
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Fig. 5.7: 3D Bar Diagram
Fig. 5.8 (a): Lithological section
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Fig. 5.8 (b): Lithological section
Fig. 5.8 (c): Lithological section
Fig. 5.8 (d): Lithological section
Fig.5.8 (e): Lithological section
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Fig. 5.8 (f): Lithological section
Fig.5.8 (g): Lithological section
Fig. 5.8 (h): Lithological section
Fig. 5.8 (i): Lithological section
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Fig. 5.8 (j): Lithological section
Fig.5.8 (k): Lithological section
Fig.5.8 (l): Lithological section
6.0 Water Level Scenario
6.1 Depth to water level (Shallow Aquifer-I) Central Ground Water Board periodically monitors 39 Ground Water monitoring wells in the Akola district, four times a year i.e. in January, May (Premonsoon), August and November (Postmonsoon). Apart from this under NAQUIM study; 66 KOW were also established and monitored during the year 2016. These data have been used for preparation of depth to water level maps of the district. Pre-monsoon and post monsoon water levels along with fluctuation during 2016 and long-term water level trends (2007-2016) are given in Annexure-IV.
Depth to Water Level – Pre-monsoon (May-2016) The depth to water levels in Akola district during May 2016 ranges between 1.3 (Pimpri khed, Telhara block) and 30.30 mbgl (Dhaga Phata, Akot block). The depth to water levels less CGWB, CR, Nagpur 19
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018 than 5 mbgl are observed near Major/medium irrigation projects/canal command areas. The depth to Water levels between 5-10 mbgl are observed in small patches in northern parts of Telhara and Akot blocks, Central parts of Akola and Akot blocks and in southern parts of Patur and Barshi Takli blocks. Isolated patches are observed in all the other blocks. The depth to water level between 10 to 20 mbgl is observed in major part of the district. The Deeper water levels between 20 and 30 mbgl are observed in north-western part of the district covering most of Telhara block and in small areas adjoining Balapur block. Isolated patches are also observed in all the other blocks except Patur block. The premonsoon depth to water level map is depicted in Fig. 6.1.
Fig 6.1: DTWL shallow aquifer (May 2016)
Depth to Water Level – Post monsoon (Nov-2016) The depth to water levels in Akola district during Nov. 2016 ranges between 0.5 (Pimprikhed, Telhara block) and 29.0 mbgl (Dhaga phata, Akot block). Shallow water levels within 5 m bgl are observed in southern part of the district covering parts of Patur, Barshi Takli and Murtijapur blocks; Central part of Akola and Akot blocks and as small patches observed in northern part of the district. Water levels between 5 and 10 m bgl are observed in northern part of the district and central parts of the district covering parts of Balapur, Akola, and Akot blocks. The depth to water level between 10 to 20 mbgl has been observed in major parts of Telhara, Akot and Balapur blocks and in parts of Akola, Murtijapur blocks. Deeper water levels of more than 20 m bgl are observed in north-western part of the district covering most of the Telhara CGWB, CR, Nagpur 20
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018 block and small areas in adjoining Balapur block. Isolated patch is also observed around the Akot town. Spatial variation in post monsoon depth to water levels is shown in Fig. 6.2.
Fig 6.2: DTWL shallow aquifer (Nov. 2016)
Seasonal Water Level Fluctuation (May-Nov. 2016) It is observed that minimal water level fluctuation was measured at Raundala, Akot block (0.20 m) while maximal water level fluctuation was measured at Rajankhed, Barshi takli block (15.4 m). Rise in water level has been observed in entire district in the range of Rise 0-2, 2-4 and >4 m. No decline in water level was observed in the District.
6.2 Depth to water level (Deeper Aquifer-II) Premonsoon Depth to Water Level (May-2016) In Deeper Aquifer-II, the pre-monsoon depth to water levels, in Akola District during May 2016, range from 6.00 (Shivan Kh, Murtijapur block) to 55.00 mbgl (Deothana, Akot block). The depth to water level less than 10 mbgl is observed only in isolated parts of Murtijapur and Balapur blocks. The major parts of Balapur, Akola, Murtijapur and Barshi Takli blocks and part of Patur block show depth to water level between 10 and 20 mbgl. Isolated patches are also observed in Telhara and Akot blocks of the district. The deeper water level between 20 and 30 mbgl are observed in major parts of Telhara, Akot and Patur blocks and in parts of all other blocks. The deepest water level (>30 mbgl) has been observed along the northern portion of Akot
CGWB, CR, Nagpur 21
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018 and Telhara Blocks and in isolated part of Murtijapur block of the district. This may be due to overexploitation of ground water in Graveliferous alluvial zone. The premonsoon depth to water level for Aquifer -II is given in Fig. 6.3.
Postmonsoon Depth to Water Level (Nov.-2016) In Aquifer-II, the post monsoon depth to water levels in Akola District during Nov. 2016 range between 6.00 (Unkhed, Murtijapur block) and 27.00 mbgl (Shivpur 1, Akot block). Depth to water level less than 10 m bgl has been observed in the southern and south-central part of the district and in parts of Telhara, Akot and Murtijapur blocks. The major part of the district shows deeper water levels ranging between 10 and 20 mbgl. The deepest water level of more than 20 mbgl is observed in the northern parts of Telhara and Akot blocks. The post monsoon depth to water level for Aquifer –II is given in Fig. 6.4.
Fig 6.3: DTWL deeper aquifer (May 2016) Fig 6.4: DTWL deeper aquifer (Nov. 2016)
6.3 Water Level Trend (2007-2016) During pre-monsoon, rise in water level trend has been recorded at 52 stations and ranges from 0.00085 (Kanshivani, Akola block) to 0.363 m/year (Kautha, Murtijapur block) while falling trend was observed in 41 stations varying from 0.006383 (Panchagavan, Telhara block) to 1.982 m/year (Wangargaon, Telhara block). During pre-monsoon, declining water level trend has been observed in about 2942 sq km area i.e., 54 % of the area. Significant decline more than 0.20 m/year has been observed in 829 sq km, i.e., 15.29 % area covering major part of Telhara and Akot blocks and isolated parts of Patur, Balapur and Akola blocks. Rise in water level trend has been observed in central part of the district covering major part of Akola, Balapur and Murtijapur blocks and in part of Patur and Barshi Takli blocks. (Fig.6.5) During post monsoon, rise in water level trend has been recorded at 27 stations and it ranges between 0.0134 m/year (Mandoli, Balapur block) to 0.48 (Akola, Akola block) while falling trend was observed in 41 stations varying from 0.0037 (Shahanur, Akot block) to 0.794 m/year (Thar, Telhara block). Rising water level trend has been observed in central part of district
CGWB, CR, Nagpur 22
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018 covering major part of the Akola, Balapur, Murtijapur blocks and southern portion of the Barshi Takli block. Fall in water level trend has been observed in the northern and southern portion of the Purna River covering almost entire area of Telhara, Akot and Patur blocks and parts of Barshi Takli and Murtijapur blocks. Significant decline, more than 0.20 m/year has been observed in 1454 sq km area. (Fig 6.6) In Alluvium part of the district, declining trend more than 0.2 m/year has been observed in both during pre and postmonsoon periods. These declines may be due to the overexploitation of ground water in Graveliferous alluvial zone.
Fig.6.5: Pre-monsoon decadal trend (2007-16) Fig 6.6: Postmonsoon decadal trend (2007-16) Fall @>0.2m/year 829 Sq km Fall@>0.2m/year 1453.55sq km
6.4 Hydrograph Analysis The variation in short term and long-term water level trends may be due to variation in natural recharge due to rainfall and withdrawal of groundwater for various agricultural activities, domestic requirements and industrial needs. The analysis of hydrographs show that the annual rising limbs in hydrographs indicate the natural recharge of groundwater regime due to monsoon rainfall, as the monsoon rainfall is the sole source of natural recharge to the ground water regime (Fig. 6.7 a to 6.7 f). However, continuous increase in the groundwater draft is indicated by the recessionary limb.
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Fig 6.7 a : Hydrograph (2007-16), Akola, Akola Block
Fig 6.7b: Hydrograph (2007-16), Akot, Akot Block
Fig 6.7 c: Hydrograph (2007-16), Ural Bk, Balapur Block
Fig 6.7d: Hydrograph (2007-16), Pinjar, Barshi Takli Block
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Fig 6.7 e: Hydrograph (2007-16), Patur, Patur Block
Fig 6.7 f: Hydrograph (2007-16), Murtijapur, Murtijapur Block
7.0 Ground Water Quality Water sampling is being done every year from GWM wells during pre-monsoon period (May). The data gap analysis has been carried out to find out the adequacy of information on water quality and identified additional locations, 66 for shallow and 8 for deeper aquifers. Ground water quality data of 68 monitoring wells of CGWB and GSDA and 30 samples data from earlier studies representing shallow aquifer have been utilised to decipher the quality scenario of shallow aquifer. 66 exploratory wells tubewells/borewells of CGWB and GSDA and 13 exploratory well data from earlier studies representing deeper aquifer have been utilised to decipher the quality scenario of deeper aquifer. The aquifer wise ranges of different chemical constituents present in ground water are given in Table 7.1. The details of chemical analysis are given in Annexure V and VI. Table 7.1: Aquifer wise ranges of chemical constituents in Akola district Shallow aquifer Deeper aquifer Constituents Min Max Min Max pH 6.8 8.93 6.83 9 EC 328 18400 310 17500 TDS 188 11914 202 9977 TH 80 6090 49.8 4100 Calcium 6.21 713 6.4 613 Magnesium 6.05 1047 1.21 625
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Shallow aquifer Deeper aquifer Constituents Min Max Min Max Potassium 10 2305 10.61 2090 Sodium 0.06 1340 0.05 101 Bi-carbonate 14.64 1952 9.76 988 Chloride 10 3113 25.7 4929 Sulphate 7 1508 3 1555 Nitrate BDL 1424 BDL 946.44 Fluoride BDL 3.04 BDL 3.68 *BDL- below detection limit 7.1 Electrical Conductivity (EC)
Distribution of Electrical Conductivity in Shallow Aquifer:
The concentration of EC in shallow aquifer varies between 328 (Popatkhed, Akot block) and 18400 µS/cm (Sanglud, Akola block). Out of 98 samples collected from dug wells, 19 samples are having EC in range of 3000 to 7500 µS/cm and 7 samples have shown EC > 7500 µS/cm. Concentration of EC >3000 µS/cm has been observed in 1184 sq km area and covering major parts of Akot and Akola blocks and small parts of Telhara and Balapur blocks. The ground water is potable in southern and south-east part of district. The distribution of electrical conductivity in shallow aquifers is shown in Fig. 7.1 and analytical data is presented in Table 7.2.
Distribution of Electrical Conductivity in Deeper Aquifer:
The concentration of EC in deep aquifer varies between 310 (Nakhegaon, Telhara block) and 17500 µS/cm (Kinkhed, Akot block). Out of 79 samples collected from tube wells/bore wells, 15 samples are having EC in range of 3000 to 7500 µS/cm and only 01 sample shows very high EC i.e., > 7500 µS/cm (Kinkhed, Akot block). Concentration of EC >3000 µS/cm has been observed in 1168 sq km area and covering major parts of alluvial area of Akot, Akola and Balapur blocks and small part of Telhara and Murtijapur blocks. The ground water is potable in northern and southern parts of the district. The distribution of electrical conductivity in deeper aquifers is shown in Fig. 7.2 and analytical data is presented in Table 7.2.
Table 7.2: Aquifer wise Electrical conductivity analytical data S.No. EC shallow aquifer Deeper Aquifer (µS/cm) No. of samples % of samples No. of samples % of samples 1 < 250 0 0 0 0 2 >250-750 19 19 30 37 3 >750-2250 42 42 26 32 4 2250-3000 11 11 7 9 5 3000-7500 19 21 15 19 6 >7500 7 7 1 1 Total samples 98 79
7.2 Nitrate: Nitrogen in the form of dissolved nitrate nutrient for vegetation, and the element is essential to all life. The major contribution in ground water is from sewage, waste disposal, nitrate fertilizer and decaying of organic matter. In Akola district nitrate concentration varies between BDL to 1424 mg/l. As per BIS (2012) the desirable limit is 45 mg/l. In shallow aquifer, 98 samples were analyzed; out of this 49 water samples show the nitrate concentrations exceeding the desirable limit of 45 mg/l. The high concentration of Nitrate may be due to domestic waste and sewage in the urban and rural parts of district. In deeper aquifer, 79 wells were analyzed, out of this 38 water samples show nitrate concentration exceeding the desirable limit of 45 mg/l. The deeper aquifer are also affected by nitrate contamination, it may be due to percolation of nitrate
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018 contaminants from the ground surface as there are no other reasons for nitrate contamination in deeper aquifers. Aquifer wise nitrate concentration is given in Table 7.3.
7.3 Fluoride:
In shallow aquifer, concentration of fluoride ranges from BDL to 3.04 mg/l. out of 98 samples were analyzed, only 10 samples show fluoride concertation more than 1 mg/l. In shallow aquifer, the highest concentration of fluoride is found in Kunda village, Akot block (3.04 mg/l). In Deeper Aquifer, concentration of fluoride ranges from BDL to 3.68 mg/l. Out of 79 samples analyzed, 14 samples show fluoride concertation more than 1 mg/l. In Deeper aquifer, the highest concentration of fluoride is found in Jamb (3.68 mg/l), Pandurna and Umra villages are also showing fluoride concentration >1 mg/l, it may due to the lithological reason only. Aquifer wise fluoride concentration is given in Table 7.3.
Table 7.3: Aquifer wise nitrate and Fluoride concentration
No3 > 45 mg/l fluoride >1 mg/l Block No of samples No of samples No of samples No of samples Shallow Aquifer Deeper Aquifer Shallow Aquifer Deeper Aquifer Akola 9 15 2 1 Akot 13 6 3 4 Balapur 5 3 - Barshitakli 7 1 - Murtijapur 5 4 2 - Patur - 7 1 7 Telhara 10 2 2 2 Grand Total 49 38 10 14
Fig. 7.1: Ground water quality, Aquifer-I Fig. 7.2: Ground water quality, Aquifer-II &III
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
7.4 SUITABILITY OF GROUND WATER FOR DRINKING PURPOSE
In shallow aquifer, 23 % samples are having TDS more than maximum permissible limit (MPL) and 51 % of samples have TDS concentration above the Desirable limit (DL) but below the MPL. The water from such area is not fit for drinking purpose if directly consumed without treatment. It is also seen that about 14 to 50 % samples are beyond the maximum permissible limit for the parameters like TH, Ca, Mg, Cl, So4 and No3 indicating that the water is not suitable for drinking purpose. Concentration of Chemical constituents in shallow Aquifer is given in Table 7.4. In Deeper aquifer, 19 % samples are having TDS more than maximum permissible limit (MPL) and 46 % of samples have TDS concentration above the Desirable limit (DL) but below the MPL. The water from such area is not fit for drinking purpose if directly consumed without treatment. It is also seen that about 4 to 27 % samples are beyond the maximum permissible limit for the parameters like TH, Ca, Mg, Cl, SO4 and NO3 indicating that the water is not suitable for drinking purpose. Concentration of Chemical constituents in Deeper Aquifer is given in Table 7.5.
Table 7.4: Concentration of Chemical constituents in shallow Aquifer
Parameter Drinking water Total no Shallow aquifer Standards of ground (IS-10500-2012) water Samples Samples Samples samples (
SO4 (mg/L) 200 400 98 73 74 11 11 14 14 NO3 (mg/L) 45 No 98 47 48 - - 49 50 relaxation F (mg/L) 1 1.5 98 88 90 9 9 1 1 (Here, DL- Desirable Limit, MPL- Maximum Permissible Limit) Table 7.5: Concentration of Chemical constituents in Deeper Aquifer
Parameter Drinking water Total Deeper aquifer Standards no of Samples Samples Samples (IS-10500-2012) ground (
SO4 (mg/L) 200 400 79 68 86 7 9 4 5 NO3 (mg/L) 45 No 79 41 52 38 48 - - relaxation F (mg/L) 1 1.5 79 65 82 7 9 7 8.86 (Here, DL- Desirable Limit, MPL- Maximum Permissible Limit) 7.5 SUITABILITY OF GROUND WATER FOR IRRIGATION The quality of Irrigation water affects the productivity, yield and quality of the crops. The CGWB, CR, Nagpur 28
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
quality of irrigation water depends primarily on the presence of dissolved salts and their concentrations. The Electrical Conductivity (EC), Sodium Absorption Ratio (SAR) and Residual Sodium Carbonate (RSC) are the most important quality criteria, which asses the water quality and its suitability for irrigation.
Electrical Conductivity (EC) The amount of dissolved ions in the water is represented by the electrical conductivity. The classification of water for irrigation based on the EC values is given in Table 7.6 and discussed as follows: - Low Salinity Water (EC: 100-250 µS/cm): This water can be used for irrigation with most crops on most soils with little likelihood that salinity will develop. Medium Salinity Water (EC: 250 – 750 µS/cm): This water can be used if moderate amount of leaching occurs. Plants with moderate salt tolerance can be grown in most cases without special practices for salinity control. High Salinity Water (EC: 750 – 2250 µS/cm): This water cannot be used on soils with restricted drainage. Even with adequate drainage, special management for salinity control may be required and plants with good salt tolerance should be selected. Very High Salinity Water (EC: >2250 µS/cm): This water is not suitable for irrigation under ordinary condition. The soils must be permeable, drainage must be adequate, irrigation water must be applied in excess to provide considerable leaching and very salt tolerant crops should be selected.
Table 7.6: Classification of Ground water for Irrigation based on EC values S. No Water Quality Type EC in µS/cm shallow aquifer Deeper Aquifer No. of % of No. of % of Samples samples samples samples 1 Low Salinity Water < 250 0 0 0 0 2 Medium Salinity Water >250-750 19 19 30 37 3 High Salinity Water >750-2250 42 43 26 32 4 Very High Salinity Water > 2250 37 38 23 28 Total 98 100 79 100
In shallow aquifer, maximum numbers of samples fall under the category of high to very high salinity type of water. In deeper Aquifer, maximum numbers of samples fall under the category of medium to high salinity type of water. The areas where very high salinity prevails (>2250 µS/cm) ground water can be used for irrigation for very high salt tolerant crops and with proper soil and crop management practices
Sodium Absorption Ratio (SAR) Excess of sodium in water render it unsuitable for irrigation on soil containing exchangeable Calcium and Magnesium ions. Soil containing exchangeable Calcium and Magnesium takes up sodium of irrigation water in exchange for Calcium and Magnesium, the ratio reflects the Sodium hazard. The SAR indicates the relative activity of the Sodium ions in exchange reactions with the soil. The main problem with high sodium concentration is its effect on soil permeability; hardening of soil & water irrigation system. Sodium also contributes directly to the total salinity of the water and may be toxic to sensitive crops such as fruit trees. The higher value of SAR indicates soil structure damage.
In shallow aquifer, out of 98 samples analyzed and 22 samples are having SAR more than 10 in Alluvium parts of Akot, Telhara, Akola and Balapur block where EC is also more than 3000
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
µS/cm and 76 samples are having SAR value less than 10 in Basaltic and Alluvium formation in northern part of the district. In deeper aquifer, out of 79 samples 13 samples are having SAR value more than 10 in alluvium part of Akola, Akot, Balapur and Telhara blocks and Basalt part of Akola block. The classification of ground water samples based on SAR values for its suitability for irrigation purpose is shown in Table 7.7.
Table 7.7: Classification of Ground water for Irrigation based on SAR values Characteristics Quality SAR value < 10 10-18 18-26 > 26 Good Good to Permissible Doubtful Bad (Unsuitable) Total No % No % No % No % Number of GW samples Shallow Aquifer 98 76 77.55 16 16.33 4 4.08 2 2.04 Deeper Aquifer 79 66 83.54 11 13.92 2 2.53 0 0.00 Total 177 142 80.23 27 15.25 6 3.39 2 1.13
Residual Sodium Carbonate (RSC) Residual Sodium Carbonate (RSC) is considered to be superior to SAR as a measure of sodacity particularly at low salinity levels. Calcium reacts with bi-carbonate and precipitate as
CaCO3. Magnesium salt is more soluble and so there are fewer tendencies for it to precipitate. When calcium and magnesium are lost from the water, the proportion of sodium is increased resulting in the increase in sodium hazard. This hazard is evaluated in terms of RSC. The classification of ground water samples based on RSC values for its suitability for irrigation purpose is shown in Table 7.8.
Table-7.8: Classification of Ground water for Irrigation based on RSC values. Characteristics Quality RSC values (meq/L) < 1.25 1.25-2.50 > 2.50 Good Doubtful Bad (Unsuitable) Total No of No % No % No % GW samples Shallow Aquifer 98 80 81.63 5 5.10 13 13.27 Deeper Aquifer 79 71 89.87 1 1.27 7 8.86 Total 177 151 85.31 6 3.39 20 11.30
In shallow aquifer, it is observed that out of 98 samples 18 samples shows RSC values more than 1.25 meq/L indicating that the ground water of the area is not suitable for irrigation while in deeper aquifer, out of 79 samples only 8 samples show RSC more than 1.25 meq/L indicating that the ground water of the area is not suitable for irrigation.
8.0 Ground Water Resources 8.1 Ground Water Resources – Aquifer-I
Central Ground Water Board and Ground Water Survey and Development Agency (GSDA) have jointly estimated the ground water resources of Akola district based on GEC-97 methodology. Block wise ground water resources are given in Table 8.1, and graphical representations of the resources on the map are shown in Figure-8.1. Ground Water Resources estimation was carried out for 4382.36 sq. km. area out of which 480.20 sq. km. is under command and 3902.29 sq. km. is non-command. About 759 sq. km. area has poor ground water quality area and that area is not considered for resource estimation. CGWB, CR, Nagpur 30
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
As per the estimation, the net annual ground water availability comes to be 404.28 MCM. The gross draft for all uses is estimated at 175.60 MCM with irrigation sector being the major consumer having a draft of 161.47 MCM. The domestic and industrial water requirements are worked at 14.14 MCM. The net ground water availability for future irrigation is estimated at 214.61 MCM. Stage of ground water development varies from 30.96 % (Telhara) to 57.84% (Akot). The overall stage of ground water development for the district is 43.44%. Block wise assessments indicate that all the blocks in the district fall under “Safe” category.
Table 8.1 Ground water resources, Aquifer-I (Shallow aquifer), Akola district (2013) Administrat Command / Net Existing Existing Existing Provisio Net Ground Stage of ive Unit Non-Command / Annual Gross Gross Gross n for Water Ground Total Ground Ground Ground Ground domesti Availability Water Water Water Water Water c and for future Developm Availabilit Draft for Draft Draft for industri irrigation ent % y irrigation for All uses al developme /Category (ham) (ham) domest (ham) require nt ic and ment (ham) industri supply al to 2025 water (ham) supply (ham) Akola Command 934.50 386.50 49.99 436.49
Akola Non Command 3810.59 1529.87 342.76 1872.62 48.66/ Akola Total 4745.08 1916.36 392.75 2309.11 776.65 2057.84 safe Akot Command 791.89 382.49 23.48 405.97
Akot Non Command 4347.64 2507.37 59.48 2566.85 57.84/ Akot Total 5139.53 2889.86 82.97 2972.83 166.79 2104.91 safe Balapur Command 377.13 285.82 19.55 305.38
Balapur Non Command 4241.26 1421.66 136.07 1557.73 40.34/ Balapur Total 4618.39 1707.48 155.63 1863.11 311.25 2599.65 safe Barshi Takli Command 688.53 246.21 30.20 276.41
Barshi Takli Non Command 6010.28 2503.99 215.70 2719.68 44.73/ Barshi Takli Total 6698.81 2750.20 245.90 2996.09 493.03 3441.49 safe Murtijapur Command 540.86 475.54 47.85 523.39
Murtijapur Non Command 4706.00 1587.95 208.81 1796.75 44.22/ Murtijapur Total 5246.86 2063.49 256.66 2320.14 513.66 2671.42 safe Patur Command 1001.63 731.16 56.87 788.03
Patur Non Command 4595.74 1631.02 85.04 1716.06 44.74/ Patur Total 5597.37 2362.18 141.90 2504.09 283.80 2951.38 safe Telhara Command 3888.03 1033.03 76.56 1109.58
Telhara Non Command 4493.90 1424.29 61.23 1485.53 30.96/ Telhara Total 8381.93 2457.32 137.79 2595.11 274.60 5634.61 safe Total (ham) 40427.98 16146.90 1413.58 17560.48 2819.79 21461.30 43.44/ safe Total (MCM) 404.28 161.47 14.14 175.60 28.20 214.61
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Fig 8.1: Ground Water Resources (2013), Akola district
8.2 Ground Water Resources – Aquifer-II & III The ground water resources of Aquifer-II (Basalt and Alluvium) and Aquifer III (Alluvium) were also assessed to have the correct quantification of resources so that proper management strategy can be framed. The total resources of aquifer-II and III have been estimated as 287.20 and 112.78 MCM respectively. Block wise summarized Ground Water Resources of Aquifer-II and III are given in Table 8.2 and 8.3.
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Table 8.2: Ground Water Resources of Aquifer-II (Deeper aquifer) Block Aquifer Area Average Average Average Resource Resource Total (Sq km) Mean of S of Sy above in aquifer resource aquifer confining (MCM) (MCM) thickness layer (m) (MCM) Alluvium AQII 931.65 10.00 0.00037 0.00900 8.63 47.32 55.95 Akola Basalt AQII 105.03 7.50 0.00026 0.00200 0.78 1.58 2.36 Total 1036.68 9.17 0.00033 0.00667 9.41 48.90 58.31 Alluvium AQII 755.01 25.00 0.00003 0.00900 0.99 55.90 56.89 Akot Basalt AQII 57.84 7.50 0.00030 0.00200 0.43 0.87 1.30 Total 812.85 21.50 0.00009 0.00760 1.42 56.77 58.19 Alluvium AQII 296.46 16.67 0.00015 0.00900 1.08 16.77 17.85 Balapur Basalt AQII 391.86 5.86 0.00011 0.00200 1.15 4.59 5.73 Total 688.32 9.68 0.00013 0.00447 2.22 21.36 23.58 Alluvium AQII 15.24 2.50 0.00002 0.00900 0.01 0.34 0.35 Barshitakli Basalt AQII 748.58 3.90 0.00037 0.00200 5.93 5.33 11.26 Total 763.82 3.77 0.00033 0.00264 5.94 5.67 11.61 Alluvium AQII 307.34 10.00 0.00004 0.00900 0.33 22.63 22.96 Murtijapur Basalt AQII 482.10 5.50 0.00043 0.00200 5.18 2.23 7.42 Total 789.44 8.07 0.00021 0.00600 5.51 24.86 30.38 Alluvium AQII 374.58 2.50 0.00004 0.00900 0.40 8.43 8.83 Patur Basalt AQII 326.61 7.50 0.00021 0.00200 1.71 2.93 4.65 Total 701.19 6.25 0.00017 0.00375 2.12 11.36 13.48 Alluvium AQII 608.17 20.71 0.00023 0.00900 12.48 78.78 91.26 Telhara Basalt AQII 20.16 7.50 0.00021 0.00200 0.08 0.30 0.39 Total 628.32 19.06 0.00022 0.00813 12.57 79.08 91.65 Grand 5420.63 11.27 0.00020 0.00544 39.20 248.01 287.20 Total
Table 8.3: Ground Water Resources of Aquifer-III (Deeper aquifer) Block Aquifer Sum of Area Average Average Average Resource Resource Total (Sq km) Mean of S of Sy above in aquifer resource aquifer confining (MCM) (MCM) thickness layer (m) (MCM) Akola Alluvium AQIII 649.26 12.50 0.000013 0.003925 0.35 20.77 21.11 Akot Alluvium AQIII 754.04 36.44 0.000013 0.004244 0.53 30.26 30.80 Balapur Alluvium AQIII 296.22 8.33 0.000016 0.003733 0.21 8.32 8.52 Barshitakli Alluvium AQIII 15.24 15.00 0.000016 0.004500 0.01 1.03 1.04 Murtijapur Alluvium AQIII 307.34 2.50 0.000003 0.004500 0.03 3.46 3.49 Patur Alluvium AQIII 56.76 11.25 0.000016 0.004500 0.03 3.47 3.51 Telhara Alluvium AQIII 584.43 36.44 0.000016 0.004500 0.59 43.73 44.32 Grand Total 2663.29 26.59 0.000014 0.004262 1.74 111.04 112.78
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9.0 Ground Water Related Issues 9.1 Declining Water Levels The ground water exploitation has resulted in decline of water levels over the period of time. In premonsoon season, decline more than 0.20 m/year has been observed in 829 sq km, i.e., 15.29 % area covering major part of Telhara and Akot blocks and isolated parts of Patur, Balapur and Akola blocks. In post monsoon season, decline of more than 0.20 m/year has been observed in 1454 sq km, i.e., 27 % area covering major part of Telhara and Akot blocks and isolated parts of Patur, Balapur and Barshi Takli blocks.
Premonsoon Fall @>0.2/year 829 Sq km Postmonsoon Fall@>0.2/year 1454 Sq km 9.2 Rainfall and Droughts Based on the long term rainfall analysis from 1901 to 2015 it is observed that Balapur, Barshitakli and Patur blocks experienced declining rainfall trend. Severe droughts have been observed in Akot and Telhara 4 times, 3 times in Patur, 2 times in Akola and Murtijapur and once in Balapur blocks during 1901 to 2015 with exception of Barshitakli block which has never experienced severe drought conditions during the last 18 years; however it has experienced Moderate droughts 11 times during last 18 years period. Deeper water levels of more than 20 mbgl are also observed in parts of Telhara and Akot blocks.
9.3 Purna Inland salinity In Purna Alluvial basin, in parts of the area lying south of Akot and Telhara blocks and north of Akola and Balapur blocks, ground water is brackish to saline with EC ranging from 2250 to more than 10000 mhos/cm at 25°C and covered about 1818 sq km. It is inferred that these areas of Purna River Alluvium are affected by inland salinity due to diagenetically altered meteoric water having longer residence time. It is restricted to the aquifers in alluvium areas with predominantly clayey admixtures which reduces the transmissivity of the aquifer and increases the residence time thereby reducing the subsurface circulation of ground water resulting in poor ground water quality.
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Aquifer I- Inland salinity observed (Alluvium) Aquifer II & III- Inland salinity observed (Alluvium) EC > 3000 µS/cm in 1184.3 Sq km (21.84%) and EC > 3000 µS/cm in 1168.3 Sq km (21.55%) and EC > 2250 µS/cm 1818 Sq. Km (33.54%) of area EC > 2250 µS/cm in 2655 Sq Km (48.98.54%) of area
9.4 Caving and loss of drilling formation: Red boles, black boles, the intertrappean beds, have collapsible nature when they are saturated. The weathered/highly fractured saturated formation at the contact zones also collapses as a result of which drill rods assembly gets stuck up. This sometimes leads to loss of circulation of fluid there by compounding the problems further. The red bole is usually encountered at the depth of more than 170 m in this area with thickness ranging from 8 to 10 m. The water bearing zones encountered fills up the bore well and that infuses the bole beds in the succession resulting in the collapse of the bole beds. The casing or cement sealing of the red bole is not possible below 100 mbgl, as the present rig is equipped to lower casing down to 100 mbgl depth.
Loss of air in jointed and fractured Basalt was observed during drilling. The problem can be solved by sealing the zones by lowering casing or by cement sealing. This process may often damage the potential aquifer zones if not carried out meticulously with proper equipment. This problem was noticed during drilling of exploratory well at Shivni at 256 mbgl.
10.0 Ground Water Management Plan The management plan has been proposed to manage the ground water resources and to arrest further decline in water levels. The management plan comprises two components namely supply-side management and demand side management. The supply side management is proposed based on surplus surface water availability and the unsaturated thickness of aquifer whereas the demand side management is proposed by use of micro irrigation techniques and change in cropping pattern.
10.1 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
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018 is necessary to understand the unsaturated aquifer volume available for recharge. The unsaturated volume of aquifer was computed based on the area feasible for recharge, unsaturated depth below 5 mbgl and the specific yield of the aquifer. The Table 10.1 gives the block wise volume available for the recharge.
Table 10.1: Area feasible and volume available for Artificial Recharge
Block Geographical Area Area feasible for recharge Unsaturated Volume (sq. km.) (sq. km.) (MCM) Akola 1036.68 952.92 1505.66 Akot 812.84 594 1510.02 Balapur 688.32 670.1 993.52 Barshitakli 763.81 580.71 1161.42 Murtijapur 789.43 681.69 1311.04 Patur 701.18 295.08 590.15 Telhara 628.32 576.98 953.4 Total 5420.58 4351.48 8025.21
The total unsaturated volume available for artificial recharge is 8025.21 MCM and it ranges from 590 MCM in Patur block to 1510 MCM in Akot block. The available surplus runoff can be utilized for artificial recharge through construction of percolation tanks, Check dams and recharge shafts at suitable sites.
Thus, after taking into consideration all the factors, only 47.57 MCM of surplus water can be utilised for recharge, which is given in table 10.2. This surplus water can be utilized for constructing 185 check dams, 174 percolation tanks and 121 recharge shafts at suitable sites. The number of feasible artificial recharge structures was calculated by considering 0.20 MCM per percolation tanks, 0.03 MCM per check dam and 0.06 MCM per recharge shafts. This intervention should lead to recharge @ 75% efficiency of about 35.71 MCM/year. Tentative locations of these structures are given in Fig. 10.1 and details also given in annexures VI, VII and VIII.
In salinity affected area to reclaim the land for normal cultivation; farm pond may be beneficial in bringing down the salinity over the time; total 1167 farm ponds are proposed in saline patches of the district. Area recommended for construction of farm ponds is shown in Fig. 10.2 and proposed number of farm ponds in saline patches is given in Table 10.3.
The rainwater harvesting in urban areas can be adopted in 25% of the household with 50 sq. km roof area. A total of 2.117 MCM potential can be generated by taking 80% runoff coefficient.
Table 10.2: Proposed Artificial Recharge Structures
Block Geograp Area Unsatur Surplus Proposed number of Total Volume of Water Total hical feasible ated water structures expected to be recharge Area for Volume availabl recharged@ 75 % d @ 75 % (sq. km.) recharge (MCM) e for AR efficiency (MCM) efficiency (sq. km.) (MCM) PT CD Recharge PT CD Recharge (MCM) shafts shafts Akola 1036.68 952.92 1505.66 9.91 35 25 36 5.25 0.5625 1.62 7.4325 Akot 812.84 594 1510.02 8.49 38 0 15 5.7 0 0.675 6.375 Balapur 688.32 670.1 993.52 6.97 26 19 20 3.9 0.4275 0.9 5.2275 Barshitakli 763.81 580.71 1161.42 6.04 21 61 0 3.15 1.3725 0 4.5225 Murtijapur 789.43 681.69 1311.04 7.09 22 50 20 3.3 1.125 0.9 5.325 Patur 701.18 295.08 590.15 3.07 10 20 8 1.5 0.45 0.36 2.31 Telhara 628.32 576.98 953.4 6.00 22 10 22 3.3 0.23 0.99 4.515 Total 5420.58 4351.48 8025.21 47.57 174 185 121 26.1 4.1625 5.445 35.7075
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Figure 10.1: Location of Proposed Artificial Recharge structures
Table 10.3: Block wise proposed number of farm ponds Block Saline area Volume of water No of form pond proposed (sq. km.) available for (size:30m*30m*3) with 3 filling harvesting 0.0081 mcm capacity ,50% (MCM) available water may be utilised for harvesting through farm ponds Akola 624.45 6.49 401 Akot 525.98 5.47 338 Balapur 355.37 3.69 228 Murtijapur 105.11 1.09 67 Telhara 207.18 2.15 133 Total 1818.09 18.89 1167
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Figure 10.2: Proposed Area for construction of farm ponds
10.2 Demand Side Management Considering the low stage of ground water development in the district, demand side interventions have not been proposed. However, this is the right time to further enhance the micro irrigation practices in the selected areas to manage the resources perceiving the future demand of resources.
10.3 Expected Benefits The impact of groundwater management plans on the groundwater system in the district after its implementation is evaluated and the outcome shows significant improvement in groundwater scenario in all blocks as given in the Table 10.4.
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Table 10.4: Expected benefits after management options Block Water Water Net Total Ground water Ground water Expected Recharg saving by Ground ground resources Draft stage of ed by demand water water after supply after demand Developme Supply side availability draft side side nt side interventi (MCM) (MCM) management management % interven ons (MCM) (MCM) tion (MCM) (MCM) Akola 7.4325 0 47.45 23.09 54.8825 23.09 42.07 Akot 6.375 0 51.4 29.73 57.775 29.73 51.46 Balapur 5.2275 0 46.18 18.63 51.4075 18.63 36.24 Barshitakli 4.5225 0 66.99 29.96 71.5125 29.96 41.89 Murtijapur 5.325 0 52.47 23.2 57.795 23.2 40.14 Patur 2.31 0 55.97 25.04 58.28 25.04 42.96 Telhara 4.515 0 83.81 25.95 88.325 25.95 29.38 Total 35.7075 0 404.27 175.6 439.9775 175.6 39.91
10.4 Development Plan The ground water development plan has been proposed in the view of developing the additional ground water resources available after supply side interventions to bring the stage of ground water development up to 60%. The 88.39 MCM volume of ground water generated can bring 135.97 sq km additional area under assured ground water irrigation with average crop water requirement of 0.65 m by constructing 5304 Dug wells and 589 Borewells. Block wise details are given in Table 10.5. The area feasible for ground development is shown in Fig. 10.3.
Table 10.5: Block wise additional area under assured GW Irrigation Block Net Ground Ground Expected Balance Proposed Proposed Additional Ground water water stage of GWR No. of DW No. of BW Area water resources Draft Developm available for @1.5 ham @1.5 ham (sq.km.) availabil after after ent % GW for 90% of for 10% of proposed to ity supply demand Developmen GWR GWR be brought (MCM) side side t after Available) Available) under manage managem STAGE OF assured GW ment ent( GWD is irrigation (MCM) MCM) brought to with av. 60% CWR of 0.65 (MCM) m after 60% stage of GWD is achieved (Sq. Km) Akola 47.45 54.8825 23.09 42.072 9.84 590 66 15.13 Akot 51.4 57.775 29.73 51.458 4.94 296 33 7.59 Balapur 46.18 51.4075 18.63 36.240 12.21 733 81 18.79 Barshitakli 66.99 71.5125 29.96 41.895 12.95 777 86 19.91 Murtijapur 52.47 57.795 23.2 40.142 11.48 689 77 17.65 Patur 55.97 58.28 25.04 42.965 9.93 596 66 15.27 Telhara 83.81 88.325 25.95 29.380 27.05 1623 180 41.60 Total 404.27 439.9775 175.6 39.911 88.39 5304 589 135.97
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Figure 10.3: Additional area Proposed to be bought under Assured GW irrigation.
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
11.0 Sum Up
A thorough study was carried out based on data gap analysis, data generated in-house; data acquired from State Govt. departments and GIS maps prepared for various themes. All the available data was brought on GIS platform and an integrated approach was adopted for preparation of block wise aquifer maps and aquifer management plans of Akola district.
Akola district covering an area of 5420 sq km, out of this 278.95 sq km is hilly area. Geologically, the area is occupied by Basalt and Alluvium formations. The stage of ground water development is 43.44 %.The area has witnessed Inland Salinity, Declining water level and low yield potential aquifers are the major issues in the district. Declining water level trend of more than 0.20 m/year has been observed in 829 sq km (15.29 % area of the total area) during pre- monsoon. Declining water level trend of more than 0.20 m/year has been observed in 1454 sq.km (26.82% area of the total area) during post monsoon. These declines may be due to overexploitation of Graveliferous alluvial zone.
The management plan has been proposed to manage the ground water resources and to arrest further decline in water levels. The management plan comprises two components namely supply-side management and demand side management.
As a part of Supply side Management, a total 174 Percolation tanks, 185 Check dams and 121 Recharge shafts are proposed, which will augment ground water resources to the tune of 35.70 MCM (26.1 MCM by Percolation tanks, 4.16 MCM by Check dams and 5.44 MCM by Recharge Shafts).
In salinity affected area to reclaim the land for normal cultivation and reducing the salinity over the time. A total 1167 farm ponds are proposed in saline patches of the district.
In Akola District, A total 35.70 MCM ground water resources will be augmented after adopting artificial recharge measures and 18.89 MCM water harvesting potential through farm ponds can be created in saline zone which will improve quality of ground water and soil moisture.
Considering the low stage of ground water development in the district demand side interventions have not been proposed. However, this is the right time to further enhance the micro irrigation practices in the selected areas to manage the resources perceiving the future demand of resources.
The ground water development plan has been proposed in view of the developing additional ground water resources available after supply side interventions to bring the stage of ground water development up to 60%. The 88.39 MCM volume of ground water generated can bring 135.97 sq km additional area under assured ground water irrigation with average crop water requirement of 0.65 m by constructing 5304 Dug wells and 589 Borewells.
These interventions also need to be supported by regulation for deeper aquifer and hence it is recommended to regulate/ban deeper tubewells/borewells of more than 60 m depth in these blocks, so that the deeper ground water resources are protected for future generation and also serve as ground water sanctuary in times of distress/drought. IEC activities and capacity building activities needs to be aggressively propagated to establish the institutional framework for participatory ground water management.
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
LOCK WISE AQUIFER MAPS AND MANAGEMENT PLAN B
1. AKOLA BLOCK 2. AKOT BLOCK 3. BALAPUR BLOCK 4. BARSHITAKLI BLOCK 5. MURTIJAPUR BLOCK 6. PATUR BLOCK 7. TELHARA BLOCK
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
AQUIFER MAPS AND GROUND WATER MANAGEMENT PLAN, AKOLA BLOCK, AKOLA DISTRICT, MAHARASHTRA
1. SALIENT INFORMATION Block Name Akola Geographical Area 1036.68 Sq. Km. (Sq. Km.) Hilly Area (Sq. Km) 41.46 Sq. Km. Saline Area (Sq. Km.) 624.45 Sq. Km. Population (2011) 7,33,852 Climate Tropical 1.1 Rainfall Analysis Normal Rainfall 794.7 mm Annual Rainfall (2016) 862.6 mm Decadal Average Annual 771.7 mm Rainfall (2007-16) Long Term Rainfall Analysis Rising Trend 0.227 mm/year. (1901-2015) Probability of Normal/Excess Rainfall- 70% & 16%. Probability of Drought (Moderate/Severe)-: 12 % Moderate & 2% Severe. Rainfall Trend Analysis (1901 To 2015)
EQUATION OF TREND LINE: Y= 0.227 x + 781.6 1.2. Geomorphology & Geology Geomorphic Unit Alluvial Plains of Purna River (younger and older Alluvium) and Plateau (Undissected to highly Dissected) with weathered thickness ranging from 0 to 1 m. Geology Alluvium (sand/ silt and clay alternating beds). Age: Recent to Sub-recent Deccan Traps (Basalt) Age: Upper Cretaceous to Lower Eocene 1.3. Hydrology & Drainage Drainage Purna river and its tributaries namely Murna and Katepurna etc.
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Major project Completed -01 (Katepurna project) Bigger Minor Irrigation Completed: - 01 medium project, 3 MI Project (>100 Ha.) Tanks, 01 LIS and 01 KT Weir; Hydrology Ongoing: - 4 MI Tanks Minor Irrigation Completed: -37 VT, 1 PT, 8 KT Weirs, 5 UGB Project (<100 Ha.) & 4 DB Ongoing: -8 KT weirs and 3 VT 1.4. Land Use, Agriculture, Irrigation & Cropping Pattern Geographical Area 1036.68 Sq. Km. Forest Area 35.44 Sq. Km. Cultivable Area 889.74 Sq. Km. Net Sown Area 865.26 Sq. Km. Double Cropped Area 19.95 Sq. Km. Area under Surface 182.82 Sq. Km. Irrigation Water Ground 74.12 Sq. Km. Water Area under Drip & Sprinkler 32.86 Sq. Km. Irrigation Principal Crops Crop Type Area (Sq. Km.) (Reference year 2013-14) Cotton 224.89 Cereals 162.05 Pulses 69.05 Oil Seeds 40.43 Horticultural Crops Citreous fruit 3.21 Banana 0.14 Others 0.18 1.5. Ground Water Resources Availability Net Annual Ground Water 47.45 Availability (MCM) Existing Gross Ground 23.09 Water Draft for All uses (MCM) Provision for domestic and 7.76 industrial requirement supply to 2025(MCM) Stage of Ground Water 48.66 Development % Category SAFE 1.6. Water Level Behavior Phreatic Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Aquifer Water Water level less than 10 mbgl is Water Level less than 10 mbgl is observed as Level observed in north-central, continuous patch from north to south and in central and north-western parts southern part of block while water level in the of the block while water level in range of 10 to 20 mbgl is observed in eastern and the range of 10 to 20 mbgl is western parts of the block. observed in major part of the block; deeper water level more than 20 mbgl is observed as
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
isolated patches in eastern, western and north-western parts of the block. 1.7. Water Level Map-Phreatic Aquifer Pre-Monsoon Water Level (May 2016) Post-Monsoon Water Level (Nov. 2016)
Semi Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Confined/ Confined Aquifer- Water Water level <20 mbgl is observed Water level <10 mbgl is observed in major part of Level in major part of the block while the block while water level between 10 to 20 mbgl water level >20 mbgl is observed is observed in northern, north-eastern and eastern in eastern part of the block. parts of the block. Pre-Monsoon Water Level (May 2016) Post-Monsoon Water Level (Nov. 2016)
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
1.8. Hydrographs
Hydrograph shows Pre-monsoon declining Hydrograph shows Post- monsoon rising water water level trend @ 0.0714 m/year level trend @ 0.0580 m/year 1.9. Pre-Monsoon trend Post-Monsoon trend WL Trend Rising 0.0008 to 0.2750 m/year Rising 0.0142 to 0.48 m/year (2007-16) Falling 0.0367 to 0.307 m/year Falling 0.0888 to 0.5242 m/year Major part of the block shows Major part of the block shows rising trend up to rising trend up to 0.2 m/year 0.2 m/year while rising trend > 0.2 m/year has while rising trend > 0.2 m/year been observed in central part of the block. has been observed in isolated Declining trend up to 0.2 m/year has been parts in the block. Declining observed in southern and north-western parts of water level trend up to 0.2 the block while declining trend > 0.2 m/year has m/year has been observed in been observed in southern peripheral part of the south western and north- block. western parts of the block while declining trend > 0.2 m/year has been observed in small part in south western part of the block. Pre-Monsoon Water Level Trend (2007-2016) Post-Monsoon Water Level Trend (2007-2016)
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
2. AQUIFER DISPOSITION 2.1. Number of Aquifers Basalt –Aquifer-I, Aquifer-II Alluvium-Aquifer-I, Aquifer-II, Aquifer-III 2.2. Bar Diagram
2.3. Cross Sections Section AA’
2.4. Basic Aquifer Characteristics Major Aquifers Basalt (Deccan Traps) Alluvium (River Alluvium) Type of Aquifer Aquifer-I Aquifer-II Aquifer-I Aquifer-II Aquifer-III (Phreatic/Semiconfin (Phreatic) (Semiconfined (Phreatic) (Semiconfined/ (Semiconfined/ ed/Confined) /confined) confined) confined) Depth of 5 - 34 35 - 150 1 - 5 2 - 10 5 - 40 Occurrence (mbgl) Granular/ 1 - 12 1 - 12 1-5 0.5 -5 1 - 20 weathered/ fractured rocks thickness (m) Yield < 25 - 50 0-2 lps 50 -150 0.5-5 lps 0-1.5 lps m3/day m3/day
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Specific yield/ 0.02 0.0003 -0.00021 0.007 0.000016 - 0.000016 - Storativity (S) 0.00070 0.0000031 Transmissivity (T) T: 5-20 m2/day T: 50 to 1200 m2/day 3. CHEMICAL QUALITY OF GROUND WATER & CONTAMINATION 3.1. Variation in Major & Minor Elements Phreatic Aquifer (Aquifer-I) EC > 2250 µS/cm has been observed in major part of block covering about 624 sq km area of the block. Ground water is brackish in south central part, with the progressive increase in clay content in Alluvium; ground water becomes saline towards Purna river in the north. Ground water in south eastern part of the block is suitable for all purpose and southern part of the block is suitable for irrigation purpose with proper salinity control measures. However the water from such area is not fit for drinking purpose without treatment. Few villages are also affected by Nitrate and Fluoride contamination. Semiconfined/Confined Aquifer (Aquifer II & Aquifer III) Deeper aquifer is also affected by high salinity; EC > 2250 µS/cm is observed in about 938 sq km area and covering major part of the block due to high clay content in the Alluvium. Ground water is suitable for irrigation purpose in very small part of the block however the water from such area is also not fit for drinking purpose without treatment. Few villages are also affected by Nitrate and Fluoride contamination. 3.2. Chemical Quality Map Phreatic Aquifer (Aquifer-I) Semiconfined/Confined Aquifer (Aquifer II & III)
3.3. Ground Water Issues 1. Inland salinity is observed in alluvium aquifer in 624 sq. km. and covering about 60 % area of the block. 2. Declining Water Level trend is observed in 302 sq. km. and covering 29.13 % area of the block. 4. GROUND WATER RESOURCE & EXTRACTION Aquifer-I/ Phreatic Aquifer (Basalt & Alluvium) Ground Water Recharge Worthy Area (Sq. Km.) 995.21 (Poor quality area 364.74 sq.km.) CGWB, CR, Nagpur 48
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Total Annual Ground Water Recharge (MCM) 50.60 Natural Discharge (MCM) 3.15 Net Annual Ground Water Availability (MCM) 47.45 Existing Gross Ground Water Draft for 19.16 irrigation (MCM) Existing Gross Ground Water Draft for 3.92 domestic and industrial water supply(MCM) Existing Gross Ground Water Draft for All 23.09 uses(MCM) Provision for domestic and industrial 7.76 requirement supply to 2025(MCM) Net Ground Water Availability for future 20.57 irrigation development(MCM) Stage of Ground Water Development (%) 48.66 Category SAFE Aquifer-II Semiconfined/Confined Aquifer (Basalt) Semiconfined/Confined Aquifer (Alluvium) Total Mean Sy Piezom Total Total Mean Sy Piezometric Total Area aquifer etric Resource Area (Sq. aquifer Head (m Resource (Sq. thickn Head (MCM) Km.) thicknes above (MCM) Km.) ess (m) (m s confining above layer) confini ng layer) 105.03 7.5 0.002 25 2.35 931.64 10 0.009 25-60 55.95 Aquifer-III/(Semiconfined/Confined) Aquifer (Alluvium) Total Area (Sq. Mean aquifer Sy Piezometric Head Total Resource Km.) thickness (m) (m above confining layer) (MCM) 649.25 12.5 0.0045 30-50 21.11 5.0. GROUND WATER RESOURCE ENHANCEMENT Available Resource (MCM) 47.45 Gross Annual Draft (MCM) 23.09 5.1. Supply Side Management SUPPLY (MCM) Agricultural Supply -GW 19.16 Agricultural Supply -SW 118.83 Domestic Supply - GW 3.93 Domestic Supply - SW 0.98 Total Supply 142.90 Area of Block (Sq. Km.) 1036.68 Area suitable for Artificial recharge 952.92 (Sq. Km) Type of Aquifer Hard Rock Soft Rock Area feasible for Artificial Recharge 105.03 847.89 (WL >5mbgl) (Sq. Km.) Volume of Unsaturated Zone 210.06 1295.60 (MCM) Average Specific Yield 0.020 0.070
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Volume of Sub Surface Storage Space available for Artificial 4.20 90.69 Recharge (MCM) Surplus water Available (MCM) 1.09 8.82 Proposed Structures Percolation Tank (Av. Check Dam (Av. Recharge shaft Gross Capacity-100 Gross Capacity-10 (Av. Gross TCM*2 fillings = 200 TCM * 3 fillings = Capacity-60 TCM) 30 TCM) TCM)
Number of Structures 35 25 36 Volume of Water expected to be 5.25 0.562 1.62 conserved / recharged @ 75% efficiency (MCM) Proposed Structures Area of Saline Patch (sq. km.) 624.45 No. of farm ponds 401 Volume of water available for 6.49 harvesting No of waterbody in saline patch Nil (Area more than 2.5 ha) Additional volume created by Nil desilting RTRWH Structures – Urban Areas Households to be covered (25% 33840 with 50 m2area) Total RWH potential (MCM) 1.10 Rainwater harvested / recharged @ 80% runoff co-efficient 0.88 Error! Not a valid link. 5.2. Demand Side Management Micro irrigation techniques Irrigation Area (ha) proposed for Not proposed irrigation through Sprinkler Water Saving by use of Sprinklers Nil Proposed Cropping Pattern change Irrigated area under Water Not proposed Intensive Crop(ha) Water Saving by Change in Nil Cropping Pattern 5.4. EXPECTED BENEFITS Net Ground Water Availability 47.45 (MCM) Additional GW resources available after Supply side interventions 7.432 (MCM) Ground Water Availability after 54.88 Supply side intervention Existing Ground Water Draft for All 23.09 Uses (MCM) GW draft after Demand Side 23.09 Interventions (MCM)
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Present stage of Ground Water 48.66 Development (%) Expected Stage of Ground Water Development after interventions 42.07 (%) Other Interventions Proposed, if any Alternate Water Sources Available Nil 5.3 Recommendation Ground water development is recommended to bring the stage of ground water development from 42 % to 60% 5.4. Development Plan Volume of water available for 9.839 GWD to 60% (MCM) Proposed Number of DW (@ 1.5 590 ham for 90% of GWR Available) Proposed Number of BW (@ 1.5 66 ham for 10% of GWR Available) Additional Area (sq.km.) proposed 15.14 to be brought under assured GW irrigation with av. CWR of 0.65 m Regulatory Measures 60m borewells/tube wells Proposed locations for AR structures Additional area proposed to be bought under assured GW irrigation
CGWB, CR, Nagpur 51
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
AQUIFER MAPS AND GROUND WATER MANAGEMENT PLAN, AKOT BLOCK, AKOLA DISTRICT, MAHARASHTRA
1. SALIENT INFORMATION Block Name Akot Geographical Area (Sq. Km.) 812.84 Sq. Km. Hilly Area (Sq. Km) 8.34 Sq. Km. Saline Area (Sq. Km.) 525.98 Sq. Km. Population (2011) 2,55,540 Climate Tropical 1.1 Rainfall Analysis Normal Rainfall 782.7 mm Annual Rainfall (2016) 714.2 mm Decadal Average Annual 803.72 mm Rainfall (2007-16) Long Term Rainfall Analysis Rising Trend 0.479 mm/year (1901-2015) Probability of Normal/Excess Rainfall- 58% & 21%. Probability of Drought (Moderate/Severe)-: 17 % Moderate & 4 % Severe. Rainfall Trend Analysis (1901 To 2015)
EQUATION OF TREND LINE: Y= 0.4789 x + 75.71 1.2. Geomorphology &Geology Geomorphic Unit Alluvial Plain of Purna River, Bazada (shallow) and Plateau (Undissected to highly Dissected) with weathered thickness ranging from 0 to 1 m. Geology Alluvium (Graveliferous and sand/ silt and clay alternating beds) Age: Recent to Sub-recent Deccan Traps (Basalt) Age: Upper Cretaceous to Lower Eocene 1.3. Hydrology & Drainage Drainage Shahnur river and streams originating from Satpuda hill in the north CGWB, CR, Nagpur 52
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Hydrology Bigger Minor Completed: -3 MI Tanks and 01 LIS; Ongoing: - Irrigation Project 7 MI Tanks (>100 Ha.) Minor Irrigation Completed: -19 VT, 1 Irrigation pond, 7 PT, 4 Project KT weirs & 2 DB (<100 Ha.) Ongoing: -1 KT weir and 01 Storage tanks 1.4. Land Use, Agriculture, Irrigation & Cropping Pattern Geographical Area 812.84 Sq. Km. Forest Area 6.79 Sq. Km. Cultivable Area 752.77 Sq. Km. Net Sown Area 731.77 Sq. Km. Double Cropped Area 101.4 Sq. Km. Area under Surface 6.00 Sq. Km. Irrigation Water Ground 129.83 Sq. Km. Water Area under Drip & Sprinkler 34.66 Sq. Km. Irrigation Principal Crops Crop Type Area (Sq. Km.) (Reference year 2013-14) Pulses 313.61 Cotton 231.53 Cereals 109.69 Oil Seeds 30.26 Horticultural Crops Citreous fruit 4.60 Banana 4.60 Others 0.42 1.5. Ground Water Resources Availability Net Annual Ground Water 51.40 Availability (MCM) Existing Gross Ground Water 29.73 Draft for All uses (MCM) Provision for domestic and 1.66 industrial requirement supply to 2025(MCM) Stage of Ground Water 57.84 Development % Category SAFE 1.6. Water Level Behaviour Phreatic Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Aquifer Water Level Water level less than 10 mbgl has Water Level less than 10 mbgl has been been observed in northern and observed in northern, north-western and southern parts of the block while southern parts of the block while water level in water level in the range of 10 to 20 the range of 10 to 20 mbgl is observed in mbgl is observed in major part of major part of the block; deeper water level the block; deeper water level more than 20 mbgl has been observed as more than 20 mbgl has been isolated patch around the Akot town. observed in isolated patch around Akot town. 1.7. Water Level Map-Phreatic Aquifer
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Pre-Monsoon Water Level (May 2016) Post-Monsoon Water Level (Nov. 2016)
Semi- Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Confined/ Water level < 20 mbgl is Water level <10 mbgl is observed in north Confined observed in south western part eastern and south-western parts of the block; Aquifer- of the block; water level 10 to 20 mbgl is observed in major part of the Water Level between 20 to 30 mbgl is block while >20 mbgl is observed in north observed in major part of the western part of the block. block while water level >30 mbgl is observed in northern and eastern parts of the block. Pre-Monsoon Water Level (May 2016) Post-Monsoon Water Level (Nov. 2016)
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
1.8. Hydrograph
Hydrograph shows Pre-monsoon rising trend @ Hydrograph shows Post-monsoon rising trend @ 0.38 m/year 0.135 m/year 1.9. Water Pre-Monsoon trend Post-Monsoon trend Level Trend Rising 0.0129 to 0.1125 m/year Rising 0.1184 to 0.2812 m/year (2007-2016) Falling 0.0178 to 1.0042 m/year Falling 0.0037 to 0.7265 m/year Declining trend up to 0.2 Declining trend up to 0.2 m/year is observed in m/year is observed in almost almost entire block; significant decline in water entire block; decline in water level > 0.2 m/year has been observed in eastern level >0.2 m/year has been part of the block. Rising water level trend has observed in eastern part of been observed in southern part and in isolated the block. Rising water level parts in western part of the block. trend has been observed in small part in northern and southern parts and isolated part in western part of the block. Premonsoon Water level Trend (2007-16) Postmonsoon Water level Trend (2007-16)
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
2. AQUIFER DISPOSITION 2.1. Number of Aquifers Basalt –Aquifer-I, Aquifer-II Alluvium-Aquifer-I,II &III 2.2. Bar Diagram
2.3. Cross Sections Section AA’
2.4. Basic Aquifer Characteristics Major Aquifers Basalt (Deccan Traps) Alluvium (River Alluvium) Type of Aquifer Aquifer-I Aquifer-II Aquifer-I Aquifer-II Aquifer-III (Phreatic/Semiconfi (Phreatic) (Semiconfined (Phreatic) (Semiconfined/ (Semiconfined/ ned/Confined) /confined) confined) confined) Depth of 5 - 15 35 -90 2 - 72 5 - 129 20 - 421 Occurrence (mbgl) Granular/ 1 -12 1 - 2 0.5 - 72 1 - 60 2 - 86 Weathered/ Fractured rocks Thickness (m) Yield 10 - 100 0-1 lps 50 - 300 0.5-5 lps 0- 1.5lps m3/day m3/day Specific yield/ 0.02 0.003 0.07 0.000016 - 0.0045 Storativity (S) 0.000043 Transmissivity (T) T: 5-20 m2/day T: 20 -1150 m2/day
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
3. CHEMICAL QUALITY OF GROUND WATER &CONTAMINATION 3.1. Variation in Major & Minor Elements Phreatic Aquifer (Aquifer-I) EC > 2250 µS/cm has been observed in major part of block covering about 525.98 sq km area. Ground water is brackish in north central part; with the progressive increase in clay content in Alluvium ground water becomes saline towards Purna river in the south. Ground water in northern part of the block is suitable for all purpose and north central part of the block is suitable for irrigation purpose with proper salinity control measures. However the water from such area is not fit for drinking purpose without treatment. Few villages are also affected by Nitrate and Fluoride contamination. Semiconfined/Confined Aquifer (Aquifer II & Aquifer III) Deeper aquifer is also affected by high salinity; EC > 2250 µS/cm is observed in major part of block due to high clay content in the Alluvium covering 607 sq km area. Ground water in northern and north-eastern parts of the block is suitable for irrigation purpose however the water from such area is also not fit for drinking purpose without treatment. Few Villages are also affected by Nitrate and Fluoride contamination. 3.2. Chemical Quality Map Phreatic Aquifer (Aquifer-I) Semiconfined/Confined Aquifer (Aquifer II & III)
3.3. Ground Water Issues 1. Inland salinity is observed in alluvium aquifer in 525.98 sq. km. and covering 65 % of the total area of the block. 2. Declining Water Level trend is observed in 325 sq. km. and covering 40 % area of the block. 4. GROUND WATER RESOURCE & EXTRACTION Aquifer-I/ Phreatic Aquifer (Basalt & Alluvium) Ground Water Recharge Worthy 804.49 (Poor quality area 311.90 sq. km.) Area (Sq. Km.) Total Annual Ground Water 54.26 Recharge (MCM) Natural Discharge (MCM) 2.86
CGWB, CR, Nagpur 57
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Net Annual Ground Water 51.39 Availability (MCM) Existing Gross Ground Water 28.89 Draft for irrigation (MCM) Existing Gross Ground Water 0.83 Draft for domestic and industrial water supply (MCM) Existing Gross Ground Water 29.72 Draft for All uses (MCM) Provision for domestic and 1.66 industrial requirement supply to 2025(MCM) Net Ground Water Availability for 21.04 future irrigation development(MCM) Stage of Ground Water 57.84 Development (%) Category SAFE Aquifer-II Semiconfined/Confined Aquifer Semiconfined/Confined Aquifer (Alluvium) (Basalt) Total Mea Sy Piezom Total Total Mean Sy Piezometric Total Resource Area n etric Resour Area aquifer Head (m (MCM) (Sq. aqui Head ce (Sq. thickness above Km.) fer (m (MCM) Km.) confining thic above layer) knes confini s ng (m) layer) 57.8 7.5 0.002 25 1.30 755.01 25 0.009 40-70 56.89 Aquifer-III/(Semiconfined/Confined) Aquifer (Alluvium) Total Mean aquifer Sy Piezometric head Total Resource (MCM) Area thickness (m) (m above confining (Sq. layer) Km.) 754.04 36.44 0.0045 40-80 30.79 5.0. GROUND WATER RESOURCE ENHANCEMENT Available Resource (MCM) 51.4 Gross Annual Draft (MCM) 29.73 5.1. Supply Side Management SUPPLY (MCM) Agricultural Supply -GW 28.9 Agricultural Supply -SW 4.03 Domestic Supply - GW 0.83 Domestic Supply - SW 0.2075 Total Supply 33.96 Area of Block (Sq. Km.) 812.84 Area suitable for Artificial recharge 594 (Sq. Km) Type of Aquifer Hard Rock Soft Rock
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Area feasible for Artificial 0 594 Recharge(WL >5mbgl) (Sq. Km.) Volume of Unsaturated Zone (MCM) 0 1510.02 Average Specific Yield - 0.070 Volume of Sub surface Storage Space 105.7014 available for Artificial Recharge -
(MCM) Surplus water Available (MCM) 0 8.4942 Proposed Structures Percolation Tank Check Dam Recharge shaft (Av. Gross (Av. Gross (Av. Gross Capacity-100 Capacity-10 TCM * Capacity-60 TCM*2 fillings = 3 fillings = 30 TCM) TCM ) 200 TCM) Number of Structures 38 0 15 Volume of Water expected to be conserved / recharged @ 75% 5.7 0 0.675 efficiency (MCM) Proposed Structures Area of Saline Patch 525.98 No. of farm ponds 338 Volume of water available for 5.47 harvesting No of waterbody in saline patch Nil (Area more than 2.5 ha) Additional volume created by Nil desilting RTRWH Structures – Urban Areas Households to be covered (25% with 13,900.00 50 m2area) Total RWH potential (MCM) 0.36 Rainwater harvested / recharged @ 0.29 80% runoff co-efficient Economically not viable & Not Recommended 5.2. Demand Side Management Micro irrigation techniques Irrigation Area (ha) proposed for Not proposed irrigation through Sprinkler Water Saving by use of Sprinklers Nil Proposed Cropping Pattern change Irrigated area under Water Intensive Not proposed Crop(ha) Water Saving by Change in Cropping Nil Pattern 5.3. Expected Benefits Net Ground Water Availability 51.4 (MCM) Additional GW resources available after Supply side interventions 6.375 (MCM) Ground Water Availability after 57.775
CGWB, CR, Nagpur 59
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Supply side intervention Existing Ground Water Draft for All 29.73 Purposes (MCM) GW draft after Demand Side 29.73 Interventions (MCM) Present stage of Ground Water 57.84 Development (%) Expected Stage of Ground Water 51.46 Development after interventions (%) Other Interventions Proposed, if any Alternate Water Sources Available Nil Recommendation Ground water development is recommended to bring the stage of ground water development from 51.46 % to 60% 5.4.Development Plan Volume of water available for GWD 4.935 to 60% (MCM) Proposed Number of DW( @ 1.5 ham for 90% of GWR Available) 296 Proposed Number of BW( @ 1.5 ham for 10% of GWR Available) 33 Additional Area (sq.km.) proposed to be brought under assured GW 7.59 irrigation with av. CWR of 0.65 m Regulatory Measures 60m borewell/tube well Proposed AR Structures Additional area proposed to be bought under assured GW irrigation
CGWB, CR, Nagpur 60
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
AQUIFER MAPS AND GROUND WATER MANAGEMENT PLAN, BALAPUR BLOCK, AKOLA DISTRICT, MAHARASHTRA
1. SALIENT INFORMATION Block Name Balapur Geographical Area (Sq. Km.) 688.32 Sq. Km. Hilly Area (Sq. Km) 18.19 Sq. Km. Saline Area (Sq. Km.) 355.37 Sq. Km. Population (2011) 1,89,412 Climate Tropical 1.1 Rainfall Analysis Normal Rainfall 722 mm Annual Rainfall (2016) 705 mm Decadal Average Annual 637.42 mm Rainfall (2007-16) Long Term Rainfall Analysis Falling Trend 1.243 mm/year. (1901-2015) Probability of Normal/Excess Rainfall- 63% & 17%. Probability of Drought (Moderate/Severe)-: 19 % Moderate & 1% Severe. Rainfall Trend Analysis (1901 To 2015)
EQUATION OF TREND LINE: Y = -1.243X + 792.92 1.2. Geomorphology &Geology Geomorphic Unit Alluvial Plains of Purna River (Younger and Older Alluvium), Plateau Undissected to Highly Dissected with 0-1 m weathering Geology Alluvium (sand/ silt and clay alternating beds). Age: Recent to Sub-recent Deccan Traps (Basalt) Age: Upper Cretaceous to Lower Eocene 1.3. Hydrology & Drainage Drainage Purna river and its tributaries namely Nirguna, Mas and Man etc. Hydrology Major project Completed -01 (Geegaon project) Bigger Minor Completed: - 1 medium project, 2 KT weirs; Irrigation Project Ongoing: - 1 medium project, 1 MI Tanks (>100 Ha.) and 3 KT weirs Minor Irrigation Completed: -20 VT, 4 PT, 8 KT weirs and 16
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Project UGB, (<100 Ha.) Ongoing: -19 KT weirs and 2 VT 1.4. Land Use, Agriculture, Irrigation & Cropping Pattern Geographical Area 688.32 Sq. Km. Forest Area 3.08 Sq. Km. Cultivable Area 622.76 Sq. Km. Net Sown Area 596.92 Sq. Km. Double Cropped Area 20.61 Sq. Km. Area under Surface Water 2.20 Sq km. Irrigation Ground Water 62.41 Sq. Km. Area under Drip & Sprinkler 34.51 Sq. Km. Irrigation Principal Crops Crop Type Area (Sq. Km.) (Reference year 2013-14) Cotton 195.05 Pulses 122.37 Cereals 45.40 Oil Seeds 28.53 Horticultural Crops Citreous fruit 1.59 Banana 0.08 1.5.Ground Water Resources Availability Net Annual Ground Water 46.18 Availability (MCM) Existing Gross Ground Water 18.63 Draft for All uses (MCM) Provision for domestic and 3.11 industrial requirement supply to 2025(MCM) Stage of Ground Water 40.34 Development % Category SAFE 1.6. Water Level Behaviour Phreatic Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Aquifer Water level less than 10 mbgl is Water Level less than 10 mbgl is observed as observed in isolated patches in continuous patch from north to south while south central and north-eastern water level in the range of 10 to 20 mbgl is parts of the block while water level observed in major part of the block; deeper in the range of 10 to 20 mbgl is water level i.e., >20 mbgl has been observed observed in major part of the in northern part and isolated patch in block; deeper water level i.e., >20 western part of the block. mbgl has been observed in northern part and isolated patch in western part of the block.
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
1.7. Water Level Map-Phreatic Aquifer Pre-Monsoon Water Level (May 2016) Post-Monsoon Water Level (Nov. 2016)
Semi- Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Confined/ Water level less than 10 mbgl has Water level less than 10 mbgl is observed in Confined been observed in small isolated southern, central and north central part of Aquifer part in north eastern part of the the block while water level between 10 to 20 block; water level between 10 to mbgl is observed in major part of the block. 20 mbgl is observed in major part Deeper water level of more than 20 mbgl has of the block. Deeper water level of been observed in isolated parts in north more than 20 mbgl has been western part of the block. observed in northern, south western and isolated patch in eastern parts of block. Pre-Monsoon Water Level (May 2016) Post-Monsoon Water Level (Nov. 2016)
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
1.8. Hydrograph
Hydrograph shows pre-monsoon declining Hydrograph shows post-monsoon declining water level trend @ 0.101 m/year and water level trend @ 0.117 m/year 1.9. Pre-Monsoon trend Pre-Monsoon trend Water Rising 0.0297 to 0.1580 m/year Rising 0.0134 to 0.3069 m/year Level Falling 0.0354 to 0.4444 m/year Falling 0.2055 to 0.5944 m/year Trend Declining trend up to 0.2 m/year Rising trend up to 0.2 m/year is observed in (2007-16) is observed in major part of the major part of the block and more than 0.2 block and more than 0.2 m/year m/year is observed in east central part of the is observed in northern and block. Declining trend is observed in northern, south-eastern parts of the block. north western and southern parts of the block Rising trend is observed in and more the 0.4 m/year is observed in north central part and isolated western part of the block and small part in patches in southern part of the southern part of the block. block. Premonsoon Water Level Trend (2007-16) Postmonsoon Water Level Trend (2007-16)
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
2. AQUIFER DISPOSITION 2.1. Number of Aquifers Basalt –Aquifer-I, Aquifer-II Alluvium-Aquifer-I, Aquifer-II, Aquifer-III 2.2. Bar Diagram
2.3. Cross Sections Section AA’’
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
2.4. Basic Aquifer Characteristics Major Aquifers Basalt (Deccan Traps) Alluvium (River Alluvium) Type of Aquifer Aquifer-I Aquifer-II Aquifer-I Aquifer-II Aquifer-III (Phreatic/Semiconfined/ (Phreatic) (Semiconfine (Phreatic) (Semiconfine (Semiconfine Confined) d/confined) d/confined) d/confined) Depth of Occurrence 0 - 34 35 -180 1 - 5 2 -40 5 -40 (mbgl) Granular/Weathered 1 -12 1 - 12 1-5 0.5 - 15 2 -20 /Fractured rock thickness (m) Yield <25 - 100 0 -2 lps 50 - 150 0.5 -5lps 0 - 1.5 lps m3/day m3/day Specific yield/ 0.02 0.00043 - 0.07 0.000043 - 0.000016 Storativity (S) 0.0003 0.00070 Transmissivity (T) T: 3- 70 m2/day T: 10- 50 m2/day 3.CHEMICAL QUALITY OF GROUND WATER &CONTAMINATION 3.1. Variation in Major & Minor Elements Phreatic Aquifer (Aquifer-I) Brackish to Saline ground water having EC > 2250 µS/cm has been observed in northern, western, north eastern and southern parts of the block covering 355 sq km area of the block. Ground water in southern and central parts of the block is suitable for irrigation purpose with proper salinity control measures. However, the water from such area is not fit for drinking purpose without treatment. Few villages are also affected by Nitrate contamination. Semiconfined/Confined Aquifer (Aquifer II & Aquifer III) Deeper aquifer is also affected by high salinity; EC > 2250 µS/cm is observed in entire block due to high clay content in the Alluvium, covering 662 sq km area and ground water is not suitable for irrigation as wells as drinking purpose. Few villages are also affected by Nitrate contamination. 3.2. Chemical Quality Map Phreatic Aquifer (Aquifer-I) Semiconfined/Confined Aquifer (Aquifer II &III)
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
3.3. Ground Water Issues 1. Inland salinity is observed in alluvium aquifer in 355.37 sq. km. area; covering 51 % of the total area of the block. 2. Declining Water Level trend is observed in 180 sq. km. area; covering 26.15 % area of the block. 4. GROUND WATER RESOURCE & EXTRACTION Aquifer-I/ Phreatic Aquifer (Basalt & Alluvium) Ground Water Recharge Worthy Area 670.13 (Poor quality area 14.88 sq.km) (Sq. Km.) Total Annual Ground Water Recharge 48.93 (MCM) Natural Discharge (MCM) 2.75 Net Annual Ground Water Availability 46.18 (MCM) Existing Gross Ground Water Draft for 17.07 irrigation (MCM) Existing Gross Ground Water Draft for 1.55 domestic and industrial water supply(MCM) Existing Gross Ground Water Draft for All 18.63 uses(MCM) Provision for domestic and industrial 3.11 requirement supply to 2025(MCM) Net Ground Water Availability for future 25.99 irrigation development(MCM) Stage of Ground Water Development (%) 40.34 Category SAFE Aquifer-II Semiconfined/Confined Aquifer (Basalt) Semiconfined/Confined Aquifer (Alluvium) Total Mean Sy Piezo Total Total Mean Sy Piezomet Total Area aquifer metric Resour Area aquifer ric head Resource (Sq. thickness head ce (Sq. thickness (m above (MCM) Km.) (m) (m (MCM) Km.) confining above layer) confini ng layer) 391.8 5.86 0.002 15-35 5.73 296.46 16.66 0.009 25-50 17.85 Aquifer-III/(Semiconfined/Confined) Aquifer (Alluvium) Total Area Mean aquifer Sy Piezometric head (m above Total Resource (Sq. Km.) thickness (m) confining layer) (MCM) 296.46 8.33 0.0045 30-60 8.52 5.0. GROUND WATER RESOURCE ENHANCEMENT Available Resource (MCM) 46.18 Gross Annual Draft (MCM) 18.63 5.1.Supply Side Management SUPPLY (MCM) Agricultural Supply -GW 17.07 Agricultural Supply -SW 1.53 Domestic Supply - GW 1.55 CGWB, CR, Nagpur 67
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Domestic Supply - SW 0.39 Total Supply 20.54 Area of Block (Sq. Km.) 688.32 Area suitable for Artificial recharge (Sq. Km) 670.10 Type of Aquifer Hard Rock Soft Rock Area feasible for Artificial Recharge (WL 391.85 278.25 >5mbgl) (Sq. Km.) Volume of Unsaturated Zone (MCM) 783.70 209.82 Average Specific Yield 0.020 0.070 Volume of Sub Surface Storage Space 15.674 14.6874 available for Artificial Recharge (MCM) Surplus water Available (MCM) 4.08 2.89 Proposed Structures Percolation Tank Check Dam Recharge shaft (Av. Gross (Av. Gross (Av. Gross Capacity-100 Capacity-10 Capacity-60 TCM TCM*2 fillings = TCM * 3 fillings ) 200 TCM) = 30 TCM) Number of Structures 26 19 20 Volume of Water expected to be conserved / recharged @ 75% efficiency 3.9 0.4275 0.9 (MCM) Proposed Structures Area of Saline Patch (sq km) 355.37 No. of farm ponds 228 Volume of water available for harvesting 3.695 No of waterbody in saline patch (Area Nil more than 2.5 ha) Additional volume created by desilting Nil RTRWH Structures – Urban Areas Households to be covered (25% with 50 10300 m2area) Total RWH potential (MCM) 0.27 Rainwater harvested / recharged @ 80% 0.21 runoff co-efficient Economically not viable & Not Recommended 5.2. Demand Side Management Micro irrigation techniques Irrigation Area (ha) proposed for Not proposed irrigation through Sprinkler Water Saving by use of Sprinklers Nil Proposed Cropping Pattern change Irrigated area under Water Intensive Not proposed Crop(ha) Water Saving by Change in Cropping Nil Pattern 5.3. Expected Benefits Net Ground Water Availability (MCM) 46.18 Additional GW resources available after 5.2275 Supply side interventions (MCM) Ground Water Availability after Supply 51.4075
CGWB, CR, Nagpur 68
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018 side intervention Existing Ground Water Draft for All Uses 18.63 (MCM) GW draft after Demand Side 18.63 Interventions (MCM) Present stage of Ground Water 40.34 Development (%) Expected Stage of Ground Water 36.24 Development after interventions (%) Other Interventions Proposed, if any Alternate Water Sources Available Nil Recommendation Ground water development is recommended to bring the stage of ground water development from 36.24% to 60% 5.4. Development Plan Volume of water available for GWD to 12.2145 60% (MCM) Proposed Number of DW (@ 1.5 ham for 90% of GWR Available) 733 Proposed Number of BW (@ 1.5 ham for 10% of GWR Available) 81 Additional Area (sq.km.) proposed to be brought under assured GW irrigation 18.79 with av. CWR of 0.65 m Regulatory Measures 60 m bore well/tube well Proposed AR structures Additional Area to be bought under assured GW irrigation
CGWB, CR, Nagpur 69
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
AQUIFER MAPS AND GROUND WATER MANAGEMENT PLAN, BARSHI TAKLI BLOCK, AKOLA DISTRICT, MAHARASHTRA
1. SALIENT INFORMATION Block Name Barshi Takli Geographical Area (Sq. Km.) 763.81 Sq. Km. Hilly Area (Sq. Km) 80.33 Sq. Km. Saline Area (Sq. Km.) Nil Population (2011) 1,49,363 Climate Tropical 1.1 Rainfall Analysis Normal Rainfall 805.2 mm Annual Rainfall (2016) 816.4 mm Decadal Average Annual 756.31 mm Rainfall (2007-16) Long Term Rainfall Analysis Falling Trend 11.991 mm/year. (1901-2015) Probability of Normal/Excess Rainfall- 72 % & 17%. Probability of Drought (Moderate/Severe)-: 11 % Moderate Rainfall Trend Analysis (1901 To 2015)
EQUATION OF TREND LINE: Y= -11.991X+919.11 1.2. Geomorphology & Geology Geomorphic Unit Plateau (Undissected to highly Dissected) with weathered thickness ranging from 0 to 1 m; Plateau weathered with 1 to 5 m weathering Geology Alluvium Age: Recent to Sub-recent Deccan Traps (Basalt) Age: Upper Cretaceous to Lower Eocene 1.3. Hydrology & Drainage Drainage Murna and Katepurna rivers (tributaries of Purna River) Hydrology Bigger Minor Completed: - 2 medium project, 12 MI Tanks; Irrigation Project Ongoing: - 2 MI Tanks (>100 Ha.) Minor Irrigation Completed: -53 VT, 23 PT, 29 KT weir, 49 UGB, Project 11 irrigation pond & 3DB CGWB, CR, Nagpur 70
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
(<100 Ha.) Ongoing: -10 KT weirs and 1 VT 1.4.Land Use, Agriculture, Irrigation & Cropping Pattern Geographical Area 763.81 Sq. Km. Forest Area 113.53 Sq. Km. Cultivable Area 609.68 Sq. Km. Net Sown Area 550.57 Sq. Km. Double Cropped Area 26.59 Sq. Km. Area Surface Water 5.50 Sq. km. under Ground Water 62.00 Sq. Km. Irrigation Area under Drip & Sprinkler 37.58 Sq. Km. Irrigation Principal Crops Crop Type Area (Sq. Km.) (Reference year 2013-14) Oil Seeds 290.98 Cotton 143.56 Pulses 124.18 Cereals 21.16 Horticultural Crops Citreous fruit 1.29 Banana 0.16 Mango 0.11 Others 0.10 1.5.Ground Water Resources Availability Net Annual Ground Water 66.99 Availability (MCM) Existing Gross Ground Water 29.96 Draft for All uses (MCM) Provision for domestic and 4.93 industrial requirement supply to 2025(MCM) Stage of Ground Water 44.73 Development % Category SAFE 1.6. Water Level Behaviour Phreatic Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Aquifer Water level less than 10 mbgl is Water Level less than 10 mbgl are observed in observed in southern and central entire block except small isolated patches in parts of the block; while water level western part of the block with water level in the range of 10 to 20 mbgl is between 10 to 20 mbgl. observed in major part of the block; deeper water level i.e., >20 mbgl has been observed as isolated patches in south east and south-western parts of the block.
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1.7. Water Level Map-Phreatic Aquifer Pre-Monsoon Water Level (May 2016) Post-Monsoon Water Level (Nov. 2016)
Water Level Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Semi- Water level less than 20 mbgl is Water level less than 10 mbgl is observed in Confined/ observed in major part of the major part of the block while water level Confined block while water level more between 10 to 20 mbgl is observed in Aquifer than 20 mbgl is observed in northern half and south-eastern parts of the north eastern and south- block.
western parts of the block. Pre-Monsoon Water Level (May 2016) Post-Monsoon Water Level (Nov. 2016)
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1.8. Hydrograph
Hydrograph shows pre-monsoon declining trend Hydrograph shows post-monsoon rising @ 0.412 m/year trend @ 0.004 m/year 1.9. Water Pre-Monsoon trend Post-Monsoon trend Level Trend Rising 0.0038 to 0.19 m/year Rising 0.0148 to 0.3231 m/year (2007-2016) Falling 0.0118 to 0.1169 m/year Falling 0.0124 to 0.41 m/year Declining water level trend up to Declining water level trend is observed in 0.2 m/year is observed in major northern part of the block while rising trend part of the block and more than up to 0.2 m is observed in southern part of 0.2 m/year is observed in small the block. parts in north western part of the block. Rising trend up to 0.2 m is observed in north eastern and south-western parts of the block. Premonsoon Water level Trend (2007-16) Postmonsoon Water level Trend (2007-16)
2. AQUIFER DISPOSITION 2.1. Number of Aquifers Basalt – Aquifer-I, Aquifer-II Alluvium - Aquifer-I,II, &III
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2.2. Bar diagram
2.3. Cross Sections Section BB’
2.4. Basic Aquifer Characteristics Major Aquifer Basalt (Deccan Traps) Alluvium Type of Aquifer Aquifer-I Aquifer-II Aquifer-I Aquifer-II Aquifer-III (Phreatic/Semiconfined/ (Phreatic) (Semiconfined (Phreatic) (Semiconfin (Semiconfi Confined) /confined) ed/confine ned/confin d) ed) Depth of Occurrence (mbgl) 5 -34 35 -150 1-5 1-10 5-40 Granular/weathered 1 - 12 1 - 9 0.5-5 0.5-5 0.5-5 /fractured rocks thickness (m) Yield <25 -50 0-2 50-150 1-3 0-0.5 lps m3/day lps m3/day lps Specific yield/ 0.02 0.0003 - 0.07 0.000016 0.000016
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Storativity(S) 0.00043 Transmissivity (T) T: 5-55 m2/day 10-45 m2/day 3.CHEMICAL QUALITY OF GROUND WATER &CONTAMINATION 3.1. Variation in Major & Minor Elements Phreatic Aquifer (Aquifer-I) EC > 2250 µS/cm has been observed in a very small part in north eastern part of the block. Ground water is suitable for all purpose in major part of the block. EC values between 750 to 2250 µS/cm are observed in western and eastern parts of the block and ground water is suitable for irrigation purpose with proper salinity control measures. However, the water from such area is not fit for drinking purpose without treatment. Few villages are affected by Nitrate contamination. Semiconfined/Confined Aquifer (Aquifer II & Aquifer III) EC > 2250 µS/cm has been observed in northern part of the block. Ground water is suitable for irrigation in major part of the block with proper salinity control measures. However, the water from such area is not fit for drinking purpose without treatment. Nitrate contamination is reported in Pinjar Village. 3.2. Chemical Quality Map Phreatic Aquifer (Aquifer-I) Semiconfined/Confined Aquifer (Aquifer II & III)
3.3. Ground Water Issues 1. Declining Water Level trend is observed in 345 sq. km. area; covering 45 % area of the block. 2. The block is under low development with stage of ground water development is 44.73 % 4. GROUND WATER RESOURCE & EXTRACTION Aquifer-I/ Phreatic Aquifer (Basalt & Alluvium) Ground Water Recharge Worthy Area (Sq. 683.47 Km.) Total Annual Ground Water Recharge 70.92 (MCM) Natural Discharge (MCM) 3.93 Net Annual Ground Water Availability 66.98 (MCM) Existing Gross Ground Water Draft for 27.50 irrigation (MCM)
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Existing Gross Ground Water Draft for 2.45 domestic and industrial water supply(MCM) Existing Gross Ground Water Draft for All 29.96 Uses (MCM) Provision for domestic and industrial 4.93 requirement supply to 2025(MCM) Net Ground Water Availability for future 34.41 irrigation development (MCM) Stage of Ground Water Development (%) 44.73 Category SAFE Aquifer-II Semiconfined/Confined Aquifer (Basalt) Semiconfined/Confined Aquifer (Alluvium) Total Mean Sy piezom Total Total Mean Sy piezometri Total Area aquif etric Resource Area (Sq. aquifer c Head (m Resourc (Sq. er Head (MCM) Km.) thickness above e Km.) thickn (m confining (MCM) ess above layer) (m) confini ng layer) 748.5 3.9 0.002 15-25 11.26 15.24 2.5 0.009 25 0.349 Aquifer-III/(Semiconfined/Confined) Aquifer (Alluvium) Total Area Mean aquifer Sy Piezometric Head (m above Total Resource (Sq. Km.) thickness (m) confining layer) (MCM) 15.24 15 0.0045 30 1.036 5.0. GROUND WATER RESOURCE ENHANCEMENT Available Resource (MCM) 66.99 Gross Annual Draft (MCM) 29.96 5.1. Supply Side Management SUPPLY (MCM) Agricultural Supply -GW 27.50 Agricultural Supply -SW 4.63 Domestic Supply - GW 2.46 Domestic Supply - SW 0.62 Total Supply 35.21 Area of Block (Sq. Km.) 763.81 Area suitable for Artificial recharge 580.71 (Sq. Km) Type of Aquifer Hard Rock Soft Rock Area feasible for Artificial Recharge (WL 580.71 0.00 >5mbgl) (Sq. Km.) Volume of Unsaturated Zone (MCM) 1161.42 0.00 Average Specific Yield 0.020 0.070 Volume of Sub Surface Storage Space 23.22844 0 available for Artificial Recharge (MCM) Surplus water Available (MCM) 6.04 0.00 Proposed Structures Percolation Check Dam (Av. Recharge Tank (Av. Gross Gross Capacity- shaft (Av. Capacity-100 10 TCM * 3 Gross CGWB, CR, Nagpur 76
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TCM*2 fillings fillings = 30 TCM) Capacity-60 = 200 TCM) TCM) Number of Structures 21 61 0 Volume of Water expected to be conserved 3.15 1.3725 0 / recharged @ 75% efficiency (MCM) RTRWH Structures – Urban Areas Households to be covered (25% with 50 8650 m2area) Total RWH potential (MCM) 0.22 Rainwater harvested / recharged @ 80% 0.18 runoff co-efficient Economically not viable & Not Recommended Proposed Structures Area of Saline Patch (sq km) Nil No of Farm Ponds Nil Volume of water available for harvesting Nil
No of waterbody in saline patch (Area more Nil than 2.5 ha) Additional volume created by desilting Nil 5.2. Demand Side Management Micro irrigation techniques Irrigation Area (ha) proposed for irrigation Not proposed through Sprinkler Water Saving by use of Sprinklers Nil Proposed Cropping Pattern change Irrigated area under Water Intensive Not proposed Crop(ha) Water Saving by Change in Cropping Pattern Nil 5.3. Expected Benefits Net Ground Water Availability (MCM) 66.99 Additional GW resources available after 4.52 Supply side interventions (MCM) Ground Water Availability after Supply side 71.51 intervention Existing Ground Water Draft for All Uses 29.96 (MCM) GW draft after Demand Side Interventions 29.96 (MCM) Present stage of Ground Water 44.73 Development (%) Expected Stage of Ground Water 41.89 Development after interventions (%) Other Interventions Proposed, if any Alternate Water Sources Available Nil Recommendation Ground water development is recommended to bring the stage of ground water development from 41.89 % to 60% 5.4.Development Plan Volume of water available for GWD to 60% 12.95 (MCM) CGWB, CR, Nagpur 77
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Proposed Number of DW( @ 1.5 ham for 777 90% of GWR Available) Proposed Number of BW( @ 1.5 ham for 86 10% of GWR Available) Additional Area (sq.km.) proposed to be brought under assured GW irrigation with 19.92 av. CWR of 0.65 m Regulatory Measures 60m borewell/tube well Proposed AR Structures Additional area proposed to be bought under assured GW irrigation
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AQUIFER MAPS AND GROUND WATER MANAGEMENT PLAN, MURTIJAPUR BLOCK, AKOLA DISTRICT, MAHARASHTRA
1.SALIENT INFORMATION Block Name Murtijapur Geographical Area (Sq. Km.) 789.43 Sq. Km. Hilly Area (Sq. Km) 21.44 Sq. Km. Saline Area (Sq. Km.) 105.11 Sq. Km. Population (2011) 1,74,650 Climate Tropical 1.1 Rainfall Analysis Normal Rainfall 811.7 mm Annual Rainfall (2016) 874.9 mm Decadal Average Annual 796.19 mm Rainfall (2007-16) Long Term Rainfall Analysis Rising Trend 0.175 mm/year. (1901-2015) Probability of Normal/Excess Rainfall- 59% & 21%. Probability of Drought (Moderate/Severe)-: 18 % Moderate & 2% Severe. Rainfall Trend Analysis (1901 to 2015)
EQUATION OF TREND LINE: Y= 0.175X +802.2 1.2. Geomorphology & Geology Geomorphic Unit Alluvial Plains of Purna River (younger and older Alluvium) and Plateau (Undissected to highly Dissected) with weathered thickness ranging from 0 to 1 m. Geology Alluvium (sand/ silt and clay alternating beds). Age: Recent to Sub-recent Deccan Traps (Basalt) Age: Upper Cretaceous to Lower Eocene 1.3.Hydrology & Drainage Drainage Purna river and its tributaries namely Katepurna and Pedhi etc. Hydrology Major project Completed -01 (Katepurna project) Bigger Minor Completed: - 1 medium project, 2 MI Tank; Irrigation Ongoing: - 1 medium project, 5 MI Tank Project (>100 Ha.)
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Minor Irrigation Completed: -26 VT, 4 PT, 42 KT weir, 28 UGB, Project 1 irrigation pond & 2DB (<100 Ha.) Ongoing: -2 KT weir and 2 VT 1.4. Land Use, Agriculture, Irrigation & Cropping Pattern Geographical Area 789.43 Sq. Km. Forest Area 8.56 Sq. Km. Cultivable Area 686.04 Sq. Km. Net Sown Area 656.69 Sq. Km. Double Cropped Area 81.88 Sq. Km. Area Surface Water 31.09 Sq. Km. under Ground Water 45.65 Sq. Km. Irrigation Area under Drip & Sprinkler 27.12 Sq. Km. Irrigation Principal Crops Crop Type Area (Sq. Km.) (Reference year 2013-14) Pulses 207.76 Cotton 152.86 Cereals 48.66 Oil Seeds 48.18 Horticultural Crops Citreous fruit 0.97 Banana 0.05 Mango 0.04 1.5. Ground Water Resources Availability Net Annual Ground Water 52.47 Availability (MCM) Existing Gross Ground Water 23.20 Draft for All uses (MCM) Provision for domestic and 5.13 industrial requirement supply to 2025(MCM) Stage of Ground Water 44.22 Development % Category SAFE 1.6. Water Level Behaviour Phreatic Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Aquifer Water Water level less than 10 mbgl is Water Level less than 10 mbgl is observed in Level observed as isolated patches in major part of the block while water level in central part of the block while water the range of 10 to 20 mbgl has been observed level in the range of 10 to 20 mbgl is in north- eastern and north-western parts of observed in major part of the block; the block. deeper water level i.e., >20 mbgl has been observed in small part in north western part of the block.
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1.7. Water Level Map-Phreatic Aquifer Pre-Monsoon Water Level (May 2016) Post-Monsoon Water Level (Nov. 2016)
Water Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Level Water level less than 10 mbgl is Water level less than 10 mbgl is observed in Semi- observed in southern part of the major part of the block while water level Confined/ block; water level between 10 to between 10 to 20 mbgl is observed in Confined 20 mbgl has been observed in northern, eastern and western parts of the major part of the block. Deeper block. Aquifer water level i.e., >20 mbgl is observed in eastern and western parts of the block. Pre-Monsoon Water Level (May 2016) Post-Monsoon Water Level (Nov. 2016)
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1.8. Hydrograph
Hydrograph shows pre-monsoon declining trend Hydrograph shows post-monsoon rising trend @ 0.166 m/year @ 0.252 m/year 1.9. Water Pre-Monsoon trend Post-Monsoon trend Level Rising 0.0015 to 0.3636 m/year Rising 0.0397 to 0.3735 m/year Trend Falling 0.1267 to 0.3149 m/year (2007-16) Rising water level trend up to 0.2 Rising water level trend up to 0.4 m/year is m/year is observed in major part observed in major part of the block while of the block while rising trend > 0.2 declining trend up to 0.4 m/year is observed in /year is observed as isolated patch northern and eastern part of the block. in northern part of the block. Declining trend up to 0.2 m/year is observed in very small part in southern part of the block.
2. AQUIFER DISPOSITION 2.1. Number of Aquifers Basalt –Aquifer-I, Aquifer-II Alluvium-Aquifer-I, Aquifer-II, Aquifer-III
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2.2. Bar diagram
2.3. Cross Sections Section AA’
2.4.Basic Aquifer Characteristics Major Aquifers Basalt (Deccan Traps) Alluvium (River Alluvium) Type of Aquifer Aquifer-I Aquifer-II Aquifer-I Aquifer-II Aquifer-III (Phreatic/Semiconfined/ (Phreatic) (Semiconfined (Phreatic) (Semiconfined/ (Semiconf Confined) /confined) confined) ined/confi ned) Depth of Occurrence 5 -34 35 - 150 2 - 5 2 - 40 5 - 40 (mbgl) Granular/Weathered/ 1 - 12 1 -12 1 - 5 1 -20 0.5 - 5 Fractured rocks thickness (m) Yield <25 - 100 0 - 2 50 -100 0.5 - 5 0.5- 1.5 m3/day lps m3/day lps lps Specific yield/ 0.02 0.00043 0.07 0.000043 0.0000031 Storativity (S) Transmissivity (T) T: 5-70 m2/day T: 20-760 m2/day
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3.CHEMICAL QUALITY OF GROUND WATER &CONTAMINATION 3.1. Variation in Major & Minor Elements Phreatic Aquifer (Aquifer-I) EC > 2250 µS/cm has been observed in north western and as isolated patch in north eastern parts of the block covering about 105 sq km area. Ground water is suitable for all purpose in eastern peripheral part of the block; in rest of the block, ground water is suitable for irrigation purpose with proper salinity control measures. However the water from such area is not fit for drinking purpose without treatment. Few villages are also affected by Nitrate and Fluoride contamination. Semiconfined/Confined Aquifer (Aquifer II & Aquifer III) EC> 2250 µS/cm has been observed in north western part of the block covering about 218 sq km area. Ground water is suitable for all purpose in eastern part of the block; in rest of the block, ground water is suitable for irrigation purpose with proper salinity control measures. However, the water from such area is not fit for drinking purpose without treatment. Few villages are also affected by Nitrate contamination. 3.2.Chemical Quality Map Phreatic Aquifer (Aquifer-I) Semiconfined/Confined Aquifer (Aquifer II & III)
3.3. Ground Water Issues 1. Inland salinity is observed in alluvium aquifer in 105.11 sq. km. area; covering 13.31 % area of the block. 2. Declining Water Level trend is observed in 464 sq. km. area; covering 58.77 % area of the block. 4. GROUND WATER RESOURCE & EXTRACTION Aquifer-I/ Phreatic Aquifer (Basalt & Alluvium) Ground Water Recharge Worthy Area (Sq. 767.98 (poor quality area 14.08 sq. km.) Km.) Total Annual Ground Water Recharge 55.79 (MCM) Natural Discharge (MCM) 3.33 Net Annual Ground Water Availability 52.47 (MCM) Existing Gross Ground Water Draft for 20.63 irrigation (MCM)
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Existing Gross Ground Water Draft for 2.56 domestic and industrial water supply(MCM) Existing Gross Ground Water Draft for All 23.20 uses(MCM) Provision for domestic and industrial 5.13 requirement supply to 2025(MCM) Net Ground Water Availability for future 26.71 irrigation development(MCM) Stage of Ground Water Development % 44.22 Category SAFE Aquifer-II Semiconfined/Confined Aquifer (Basalt) Semiconfined/Confined Aquifer (Alluvium) Total Mean Sy Piezom Total Total Mean Sy piezometri Total Area aquifer etric Resource Area (Sq. aquifer c Head (m Resourc (Sq. thickne Head (MCM) Km.) thickne above e (MCM) Km.) ss (m) (m ss confining above layer) confinin g layer) 482.1 5.5 0.002 25 7.41 307.3 10 0.009 25 22.96 Aquifer-III/(Semiconfined/Confined) Aquifer (Alluvium) Total Area Mean aquifer Sy Piezometric Head (m above Total Resource (Sq. Km.) thickness (m) confining layer) (MCM) 307.33 2.5 0.0045 30 3.486 5.0. GROUND WATER RESOURCE ENHANCEMENT Available Resource (MCM) 52.47 Gross Annual Draft (MCM) 23.20 5.1.Supply Side Management SUPPLY (MCM) Agricultural Supply -GW 20.63 Agricultural Supply -SW 20.20 Domestic Supply - GW 2.57 Domestic Supply - SW 0.64 Total Supply 44.04 Area of Block (Sq. Km.) 789.43 Area suitable for Artificial recharge (Sq. Km) 681.69
Type of Aquifer Hard Rock Soft Rock Area feasible for Artificial Recharge(WL 374.36 307.33 >5mbgl) (Sq. Km.) Volume of Unsaturated Zone (MCM) 696.38 614.66 Average Specific Yield 0.020 0.070 Volume of Sub surface Storage Space 14.9744 43.0262 available for Artificial Recharge (MCM) Surplus water Available (MCM) 3.89 3.20 Proposed Structures Percolation Tank Check Dam (Av. Recharge (Av. Gross Gross Capacity- shaft (Av. Capacity-100 10 TCM * 3 Gross TCM*2 fillings = fillings = 30 Capacity-
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200 TCM) TCM) 60 TCM ) Number of Structures 22 50 20 Volume of Water expected to be conserved 3.3 1.125 0.9 / recharged @ 75% efficiency (MCM) Proposed Structures Area of Saline Patch (sq. km.) 105.11 No. of farm ponds 67 Volume of water available for harvesting 1.093
No of waterbody in saline patch (Area more Nil than 2.5 ha) Additional volume created by desilting Nil RTRWH Structures – Urban Areas Households to be covered (25% with 50 10000 m2area) Total RWH potential (MCM) 0.26 Rainwater harvested / recharged @ 80% 0.21 runoff co-efficient Economically not viable & Not Recommended 5.3.Demand Side Management Micro irrigation techniques Irrigation Area (ha) proposed for irrigation Not proposed through Sprinkler Water Saving by use of Sprinklers Nil Proposed Cropping Pattern change Irrigated area under Water Intensive Not proposed Crop(ha) Water Saving by Change in Cropping Pattern Nil 5.3.Expected Benefits Net Ground Water Availability (MCM) 52.47 Additional GW resources available after 5.325 Supply side interventions (MCM) Ground Water Availability after Supply side 57.795 intervention Existing Ground Water Draft for all uses 23.2 (MCM) GW draft after Demand Side Interventions 23.2 (MCM) Present stage of Ground Water 44.22 Development (%) Expected Stage of Ground Water 40.14 Development after interventions (%) Other Interventions Proposed, if any Alternate Water Sources Available Nil Recommendation Ground water development is recommended to bring the stage of ground water development from 40.14% to 60% 5.4.Development Plan Volume of water available for GWD to 60% 11.477 (MCM)
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Proposed Number of DW( @ 1.5 ham for 689 90% of GWR Available) Proposed Number of BW( @ 1.5 ham for 77 10% of GWR Available) Additional Area (sq.km.) proposed to be brought under assured GW irrigation with 17.66 av. CWR of 0.65 m Regulatory Measures 60m borewell/tube well Proposed AR Structures Additional area to be bought under assured GW Irrigation
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AQUIFER MAPS AND GROUND WATER MANAGEMENT PLAN, PATUR BLOCK, AKOLA DISTRICT, MAHARASHTRA
1. SALIENT INFORMATION Block Name Patur Geographical Area (Sq. Km.) 701.18 Sq. Km. Hilly Area (Sq. Km) 102.45 Sq. Km. Saline Area (Sq. Km.) Nil Population (2011) 1,38,730 Climate Tropical 1.1 Rainfall Analysis Normal Rainfall 854.1 mm Annual Rainfall (2016) 991.2 mm Decadal Average Annual 775.97 mm Rainfall (2007-16) Long Term Rainfall Analysis Falling Trend 0.78 mm/year. (1901-2015) Probability of Normal/Excess Rainfall- 63 % & 18%. Probability of Drought (Moderate/Severe)-: 16 % Moderate & 3% Severe Rainfall Trend Analysis (1901 to 2015)
EQUATION OF TREND LINE: Y = -0.7803X + 897.73
1.2. Geomorphology & Geology Geomorphic Unit Denudational Slope and Plateau (Undissected to highly dissected) with weathered thickness ranging from 0 to 1 m; and Plateau weathered varying from 1 to 5 m weathering Geology Alluvium (River Alluvium) Age: Recent to Sub-recent Deccan Traps (Basalt) Age: Upper Cretaceous to Lower Eocene 1.3. Hydrology & Drainage Drainage Nirguna, Utavali and Man rivers ( Tributaries of Purna river) Hydrology Bigger Minor Completed: - 1 medium project, 3 KT weirs, 5 MI Irrigation Project Tanks; (>100 Ha.) Ongoing: - 1 medium project, 4 MI Tank Minor Irrigation Completed: - 7 CD, 17 VT, 10 PT, 48 KT weirs, 8 Project (<100 Ha) UGB & 6 irrigation ponds Ongoing: -26 KT weirs and 4 VT
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1.4.Land Use, Agriculture, Irrigation & Cropping Pattern Geographical Area 701.18 Sq. Km. Forest Area 188.95 Sq. Km. Cultivable Area 545.65 Sq. Km. Net Sown Area 519.72 Sq. Km. Double Cropped Area 64.93 Sq. Km. Area under Surface Water 39.65 Sq. Km Irrigation Ground Water 60.79 Sq. Km. Area under Drip & Sprinkler 27.6 Sq. Km. Irrigation Principal Crops Crop Type Area (Sq. Km.) (Reference year 2013-14) Oil Seeds 206.93 Pulses 58.37 Cereals 54.23 Cotton 47.55 Horticultural Crops Citreous fruit 4.33 Mango 0.23 Banana 0.07 1.5.Ground Water Resources Availability Net Annual Ground Water 55.97 Availability (MCM) Existing Gross Ground Water 25.04 Draft for All uses (MCM) Provision for domestic and 2.83 industrial requirement supply to 2025(MCM) Stage of Ground Water 44.74 Development % Category SAFE 1.6.Water Level Behaviour Phreatic Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Aquifer Water Water level < 5 mbgl is observed near Shallow Water level < 5 mbgl is observed in Level to Nirguna and Lower Murna major part of the block while water level Irrigation project areas while water between 5 to 10 mbgl is observed in northern level between 5 to 10 mbgl is and central parts of the block. observed in eastern south-eastern parts and isolated patch in northern part of the block. Water level more than 10 mbgl is observed in major part of the block
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1.7. Water Level Map-Phreatic Aquifer Pre-Monsoon Water Level (May 2016) Post-Monsoon Water Level (Nov. 2016)
Water Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Level of Semi- Water level less than 20 mbgl is Water level less than 10 mbgl is observed in Confined/ observed in north eastern and north eastern part of the block while water Confined south-western parts of block level between 10 to 20 mbgl is observed in Aquifer while water level more than 20 major part of the block. mbgl is observed in major part of the block. Pre-Monsoon Water Level(May 2016) Post-Monsoon Water Level (Nov 2016)
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1.8. Hydrograph
Hydrograph shows pre-monsoon declining trend Hydrograph shows post-monsoon rising trend @ 0.087 m/year @ 0.027 m/year 1.9. Pre-Monsoon trend Post -Monsoon trend Water Rising 0.0103 to 0.0839 m/year Falling 0.0433 to 0.5163 m/year Level Falling 0.0072 to 0.3361 m/year Trend Rising water level trend up to 0.2 Declining water level trend up to 0.2 m/year is (2007-16) m/year is observed as continuous observed in southern, south western and patch from east to west. Declining eastern parts of the block and more than 0.2 trend up to 0.2 m/year is observed m/year is observed in northern and north in northern and southern parts of eastern parts of the block. the block and more than 0.2 m/year has been observed in small parts in north eastern and south western part of the bock. Premonsoon Water Level Trend (2007-16) Postmonsoon Water Level Trend (2007-16)
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2. AQUIFER DISPOSITION 2.1. Number of Aquifers Basalt –Aquifer-I, Aquifer-II Alluvium- Aquifer-I, II, & III 2.2. Bar diagram
2.3. Cross Sections Section AA’
2.4.Basic Aquifer Characteristics Major Aquifers Basalt (Deccan Traps) Alluvium (River Alluvium) Type of Aquifer Aquifer-I Aquifer-II Aquifer-I Aquifer-II Aquifer-III (Phreatic/Semiconfined (Phreatic) (Semiconfin (Phreatic) (Semiconfine (Semiconfi /confined) ed d/confined) ned/confin /confined) ed) Depth of Occurrence 5- 34 35 -150 1-5 2-10 2-40 (mbgl) Granular/Weathered/ 1 - 12 1 - 12 1-5 0.5 -5 1 -20 Fractured rocks thickness (m) Yield <25-100 0 -2 50-100 0.5-5 0-1 m3/day lps m3/day CGWB, CR, Nagpur 92
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Specific yield/ 0.02 0.0003 - 0.07 0.000043 0.000016 Storativity (S) 0.00043 Transmissivity (T) T: 5-45 m2/day 10-15 m2/day 3.CHEMICAL QUALITY OF GROUND WATER &CONTAMINATION 3.1. Variation In Major & Minor Elements Phreatic Aquifer (Aquifer-I) EC > 2250 µS/cm has been observed in isolated patch in northern peripheral part of the block. Ground water in southern part of the block is suitable for all purpose. Major part of the block is having EC value in the range from 750 to 2250 µS/cm and ground water is suitable for irrigation purposes with proper salinity control measures. However, the water from such area is not fit for drinking purpose without treatment. Fluoride contamination is observed in Andhar Sawngi village. Semiconfined/Confined Aquifer (Aquifer II & Aquifer III) Ground water is suitable for all purpose in major part of the block. Northern part of the block is having EC value in the range from 750 to 2250 µS/cm and the ground water is suitable for irrigation purposes with proper salinity control measures. However, the water from such area is not fit for drinking purpose without treatment. Few villages are affected by Nitrate and Fluoride contamination. 3.2.Chemical Quality M Phreatic Aquifer (Aquifer-I) Semiconfined/Confined Aquifer (Aquifer II & III)
3.3. Ground Water Issues 1. Declining Water Level trend is observed in 703 sq. km covering the entire block. 2. Major part of the block has low yield potential (< 25 m3/day). 4. GROUND WATER RESOURCE & EXTRACTION Aquifer-I/ Phreatic Aquifer (Basalt & Alluvium) Ground Water Recharge Worthy Area (Sq. 598.73 Km.) Total Annual Ground Water Recharge 59.73 (MCM)
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Natural Discharge (MCM) 3.76 Net Annual Ground Water Availability 55.97 (MCM) Existing Gross Ground Water Draft for 23.62 irrigation (MCM) Existing Gross Ground Water Draft for 1.41 domestic and industrial water supply(MCM) Existing Gross Ground Water Draft for All 25.04 uses(MCM) Provision for domestic and industrial 2.83 requirement supply to 2025(MCM) Net Ground Water Availability for future 29.51 irrigation development(MCM) Stage of Ground Water Development % 44.74 Category SAFE Aquifer-II Semiconfined/Confined Aquifer (Basalt) Semiconfined/Confined Aquifer (Alluvium) Total Mean Sy piezome Total Total Mean Sy piezometr Total Area aquifer tric Head Resour Area (Sq. aquifer ic Head Resourc (Sq. thickne (m ce Km.) thickness (m above e (MCM) Km.) ss (m) above (MCM) confining confinin layer) g layer) 326.6 7.5 0.002 25 4.64 374.58 2.5 0.009 25 8.8307 Aquifer-III/(Semiconfined/Confined) Aquifer (Alluvium) Total Area Mean aquifer Sy piezometric Head (m above Total Resource (Sq. Km.) thickness (m) confining layer) (MCM) 56.76 11.25 0.0045 35 3.506 5.0. GROUND WATER RESOURCE ENHANCEMENT Available Resource (MCM) 55.97 Gross Annual Draft (MCM) 25.04 5.1.Supply Side Management SUPPLY (MCM) Agricultural Supply -GW 23.62 Agricultural Supply -SW 29.16 Domestic Supply - GW 1.42 Domestic Supply - SW 0.36 Total Supply 54.56 Area of Block (Sq. Km.) 701.18 Area suitable for Artificial recharge (Sq. Km) 295.08 Type of Aquifer Hard Rock Soft Rock Area feasible for Artificial Recharge(WL 229.96 65.12 >5mbgl) (Sq. Km.) Volume of Unsaturated Zone (MCM) 459.91 130.24 Average Specific Yield 0.02 0.07 Volume of Sub surface Storage Space 9.19828 9.1168 available for Artificial Recharge (MCM) Surplus water Available (MCM) 2.39 0.68 Proposed Structures Percolation Tank Check Dam (Av. Recharge (Av. Gross Gross Capacity- shaft (Av. CGWB, CR, Nagpur 94
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Capacity-100 10 TCM * 3 Gross TCM*2 fillings = fillings = 30 Capacity-60 200 TCM) TCM) TCM ) Number of Structures 10 20 8 Volume of Water expected to be conserved 1.5 0.45 0.36 / recharged @ 75% efficiency (MCM) Proposed Structures Area of Saline Patch Nil No. of farm pond Not proposed Volume of water available for harvesting Nil No of waterbody in saline patch (Area more Nil than 2.5 ha) Additional volume created by desilting Nil RTRWH Structures – Urban Areas Households to be covered (25% with 50 7700 m2area) Total RWH potential (MCM) 0.20 Rainwater harvested / recharged @ 80% 0.16 runoff co-efficient Economically not viable & Not Recommended 5.2.Demand Side Management Micro irrigation techniques Irrigation Area (ha) proposed for irrigation Not proposed through Sprinkler Water Saving by use of Sprinklers Nil Proposed Cropping Pattern change Irrigated area under Water Intensive Not proposed Crop(ha) Water Saving by Change in Cropping Nil Pattern 5.3.Expected Benefits Net Ground Water Availability (MCM) 55.97 Additional GW resources available after 2.31 Supply side interventions (MCM) Ground Water Availability after Supply side 58.28 intervention Existing Ground Water Draft for All Uses 25.04 (MCM) GW draft after Demand Side Interventions 25.04 (MCM) Present stage of Ground Water 44.74 Development (%) Expected Stage of Ground Water 42.96 Development after interventions (%) Other Interventions Proposed, if any Alternate Water Sources Available Nil Recommendation Ground water development is recommended to bring the stage of ground water development from 42.96 % to 60% 5.4.Development Plan
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Volume of water available for GWD to 60% 9.928 (MCM) Proposed Number of DW( @ 1.5 ham for 596 90% of GWR Available) Proposed Number of BW( @ 1.5 ham for 66 10% of GWR Available) Additional Area (sq.km.) proposed to be brought under assured GW irrigation with 15.27 av. CWR of 0.65 m Regulatory measures 60 borewells/ tubewells Proposed AR Structures Additional area proposed to be bought under assured GW irrigation
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AQUIFER MAPS AND GROUND WATER MANAGEMENT PLAN, TELHARA BLOCK, AKOLA DISTRICT, MAHARASHTRA
1. SALIENT INFORMATION Block Name Telhara Geographical Area (Sq. Km.) 628.32 Sq. Km. Hilly Area (Sq. Km) 6.70 Sq. Km. Saline Area (Sq. Km.) 207.18 Sq. Km. Population (2011) 1,72,359 Climate Tropical 1.1 Rainfall Analysis Normal Rainfall 746.6 mm Annual Rainfall (2016) 668.6 mm Decadal Average Annual 716.39 mm Rainfall (2007-16) Long Term Rainfall Analysis Rising Trend 0.383 mm/year. (1901-2015) Probability of Normal/Excess Rainfall- 55% & 23%. Probability of Drought (Moderate/Severe)-18 % Moderate & 4 % Severe. Rainfall Trend Analysis (1901 to 2015)
EQUATION OF TREND LINE: Y=0 .383 X +725.1 1.2. Geomorphology & Geology Geomorphic Unit Alluvial Plains of Purna River, Bazada and Highly Dissected Plateau Geology Alluvium (Graveliferous and sand/ silt and clay alternating beds). Age: Recent to Sub-recent Deccan Traps (Basalt) Age: Upper Cretaceous to Lower Eocene 1.3.Hydrology & Drainage Drainage Wan River and streams originating from Satpuda hill in the north Hydrology Major Irrigation Ongoing: 02 (Wan and Geegaon projects) Project Bigger Minor Completed: -Nil Irrigation Project Ongoing: -2 medium projects and 2 MI Tank (>100 Ha.) Minor Irrigation Completed: - 3 PT and 48 VT Project Ongoing: -3 VT CGWB, CR, Nagpur 97
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(<100 Ha.) 1.4. Land Use, Agriculture, Irrigation & Cropping Pattern Geographical Area 628.32 Sq. Km. Forest Area 7.79 Sq. Km. Cultivable Area 557.98 Sq. Km. Net Sown Area 552.38 Sq. Km. Double Cropped Area 55.5 Sq. Km. Area Surface Water 183.84 Sq. Km. under Ground Water 55.00 Sq. Km. Irrigation Area under Drip & Sprinkler 42.39 Sq. Km. Irrigation Principal Crops Crop Type Area (Sq. Km.) (Reference year 2013-14) Cotton 226.25 Cereals 164.10 Pulses 136.78 Oil Seeds 43.26 Horticultural Crops Banana 2.40 Citreous fruit 0.52 1.5. Ground Water Resources Availability Net Annual Ground Water 83.81 Availability (MCM) Existing Gross Ground Water 25.95 Draft for All uses (MCM) Provision for domestic and 2.74 industrial requirement supply to 2025(MCM) Stage of Ground Water 30.96 Development % Category SAFE 1.6.Water Level Behaviour Phreatic Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Aquifer Water level less than 10 mbgl is Water Level less than 10 mbgl is observed in observed in northern and north northern and north western parts of the block western parts of the block while while water level in the range of 10 to 20 mbgl is water level in the range of 10 to 20 observed in major part of the block. Deeper mbgl is observed in northern, north- water level i.e., > 20 mbgl has been observed in eastern and eastern parts. The southern and south western parts of the block. deeper water level i.e., more than 20 mbgl has been observed in southern and south western parts and isolated patch in eastern part of the block.
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1.7. Water Level Map-Phreatic Aquifer Pre-Monsoon Water Level (May 2016) Post-Monsoon Water Level (Nov. 2016)
Semi- Pre-Monsoon (May-2016) Post-Monsoon (November-2016) Confined/ Water level < 20 mbgl has been Water level <10 mbgl is observed in eastern and Confined observed as isolated patches in central parts of the block; water level 10 to 20 Aquifer the block; water level between 20 mbgl is observed in major part of the block while to 30 mbgl is observed in major >20 mbgl is observed in northern part of the part of the block while >30 mbgl block. is observed in northern part of the block. Pre-Monsoon Water Level (May 2016) Post-Monsoon Water Level (Nov. 2016)
1.8. Water Pre-Monsoon trend Post-Monsoon trend Level Trend Rising 0.06471 m/year Falling 0.0671 to 0.7949 m/year (2007-16) Falling 0.0063 to 1.9827 m/year Declining water level trend is Declining water level trend is observed in entire observed in entire block. block while decline of more than 0.2 m/ year is CGWB, CR, Nagpur 99
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Significant decline of more than observed in southern western and central parts 0.2 m/ year is observed in of the block. southern and south western parts of the block. Rising trend up to 0.2 m/year is observed in small part in western part of the block. Premonsoon Water level Trend (2007-16) Postmonsoon Water level Trend (2007-16)
2. AQUIFER DISPOSITION 2.1. Number of Aquifers Basalt –Aquifer-I, Aquifer-II Alluvium-Aquifer-I, Aquifer-II, Aquifer-III 2.2. Bar Diagram
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2.3. Cross Sections Section AA’
2.4.Basic Aquifer Characteristics Major Aquifers Basalt (Deccan Traps) Alluvium (River Alluvium) Type of Aquifer Aquifer-I Aquifer-II Aquifer-I Aquifer-II Aquifer-III (Phreatic/Semiconfi (Phreatic) (Semiconfined (Phreatic) (Semiconfined (Semiconfine ned/Confined) /confined) /confined) d/confined) Depth of 5 - 20 10 -60 1- 72 5 -129 10 -350 Occurrence (mbgl) Granular/Weathere 1-12 0.5-6 0.5 -72 1 - 60 2- 86 d/Fractured rock thickness (m) Yield 10 - 25 0 - 0.5 50 - 300 0.5 - 5 0 - 1.5 m3/day m3/day lps lps Specific yield/ 0.02 0.00021 0.07 0.000016 - 0.0000031 - Storativity (S) 0.000709 0.000043 Transmissivity (T) T: 1-5 m2/day T: 22 to 900 m2/day 3.CHEMICAL QUALITY OF GROUND WATER &CONTAMINATION 3.1. Variation in Major & Minor Elements Phreatic Aquifer EC > 2250 µS/cm has been observed in eastern and southern parts of the block towards Purna river covering about 207.18 sq km area. Ground water is suitable for irrigation in major part of the block whereas it is suitable for all purpose in northern part of the block. Ground water is suitable for irrigation purpose in western and north central parts of the block with proper salinity control measures. However, the water from such area is not fit for drinking purpose without treatment. Few villages are also affected by Nitrate and Fluoride contamination. Semiconfined/Confined Aquifer Deeper aquifer is also affected by high salinity; EC > 2250 µS/cm is observed in eastern and southern parts of the block towards Purna river covering about 182 sq km area. Ground water is suitable for all purpose in northern part of the block. Ground water in central and south-central parts of the block is suitable for irrigation purpose; however the water from such area is also not fit for drinking purpose without treatment. Few Villages are also affected by Nitrate and Fluoride contamination.
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3.2.Chemical Quality Map Phreatic Aquifer (Aquifer –I) Semiconfined/Confined (Aquifer-II & III)
3.3. Ground Water Issues Inland salinity is observed in alluvium aquifer in 207 sq. km. and covering 33 % of the total area of the block. Declining Water Level trend is observed in 584 sq. km. and covering 93 % area of the block. 4. GROUND WATER RESOURCE & EXTRACTION Aquifer-I/ Phreatic Aquifer (Basalt & Alluvium) Ground Water Recharge Worthy Area (Sq. 621.61 (Poor quality area 53.67 sq. km.) Km.) Total Annual Ground Water Recharge 88.23 (MCM) Natural Discharge (MCM) 4.41 Net Annual Ground Water Availability 83.81 (MCM) Existing Gross Ground Water Draft for 24.57 irrigation (MCM) Existing Gross Ground Water Draft for 1.37 domestic and industrial water supply(MCM) Existing Gross Ground Water Draft for All 25.95 uses(MCM) Provision for domestic and industrial 2.74 requirement supply to 2025(MCM) Net Ground Water Availability for future 56.34 irrigation development(MCM) Stage of Ground Water Development % 30.96 Category SAFE Aquifer-II Semiconfined/Confined Aquifer (Basalt) Semiconfined/Confined Aquifer (Alluvium) Total Mea Sy Piezome Total Total Mean Sy Piezome Total
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Area n tric Head Resourc Area aquifer tric Head Resource (Sq. aqui (m e (MCM) (Sq. thickness (m (MCM) Km.) fer above Km.) above thick confinin confining ness g layer) layer) (m) 20.15 7.5 0.002 20 0.386 608.16 20.71 0.009 40-60 91.26 Aquifer-III/(Semiconfined/Confined) Aquifer (Alluvium) Total Area Mean aquifer Sy Piezometric Head (m above Total Resource (Sq. Km.) thickness (m) confining layer) (MCM) 584.42 36.44 0.0045 55-75 44.31 5.0. GROUND WATER RESOURCE ENHANCEMENT Available Resource (MCM) 83.82 Gross Annual Draft (MCM) 25.95 5.1. Supply Side Management SUPPLY (MCM) Agricultural Supply -GW 24.57 Agricultural Supply -SW 109.80 Domestic Supply - GW 1.38 Domestic Supply - SW 0.35 Total Supply 136.10 Area of Block (Sq. Km.) 628.32 Area suitable for Artificial recharge 576.98 (Sq. Km) Type of Aquifer Hard Rock Soft Rock Area feasible for Artificial Recharge (WL 20.00 556.70 >5mbgl) (Sq. Km.) Volume of Unsaturated Zone (MCM) 40.00 913.40 Average Specific Yield 0.020 0.070 Volume of Sub Surface Storage Space 0.8 available for Artificial Recharge (MCM) 77.938
Surplus water Available (MCM) 0.21 5.79 Proposed Structures Percolation Tank Check Dam (Av. Recharge shaft (Av. Gross Gross Capacity- (Av. Gross Capacity-100 10 TCM * 3 Capacity-60 TCM*2 fillings = fillings = 30 TCM) TCM) 200 TCM) Number of Structures 22 10 22 Volume of Water expected to be conserved / recharged @ 75% efficiency 3.3 0.23 0.99 (MCM) Proposed Structures Area of Saline Patch 207.18 No. of farm ponds 133 Volume of water available for harvesting 2.154
No of waterbody in saline patch (Area Nil more than 2.5 ha) Additional volume created by desilting Nil CGWB, CR, Nagpur 103
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RTRWH Structures – Urban Areas Households to be covered (25% with 50 9500 m2area) Total RWH potential (MCM) 0.25 Rainwater harvested / recharged @ 80% 0.20 runoff co-efficient Economically not viable & Not Recommended 5.2. Demand Side Management Micro irrigation techniques Irrigation Area (ha) proposed for irrigation Not proposed through Sprinkler Water Saving by use of Sprinklers Nil Proposed Cropping Pattern change Irrigated area under Water Intensive Not proposed Crop(ha) Water Saving by Change in Cropping Nil Pattern 5.3. Expected Benefits Net Ground Water Availability (MCM) 83.81 Additional GW resources available after 4.515 Supply side interventions (MCM) Ground Water Availability after Supply 88.325 side intervention Existing Ground Water Draft for All 25.95 Purposes (MCM) GW draft after Demand Side Interventions 25.95 (MCM) Present stage of Ground Water 30.96 Development (%) Expected Stage of Ground Water 29.38 Development after interventions (%) Other Interventions Proposed, if any Alternate Water Sources Available Nil Recommendation Ground water development is recommended to bring the stage of ground water development from 54.01% to 60% 5.4. Development Plan Volume of water available for GWD to 27.045 60% (MCM) Proposed Number of DW (@ 1.5 ham for 90% of GWR Available) 1623 Proposed Number of BW (@ 1.5 ham for 10% of GWR Available) 180 Additional Area (sq.km.) proposed to be brought under assured GW irrigation with 41.61 av. CWR of 0.65 m Regulatory Measures 60m borewell/tube well
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Proposed AR Structures Additional area proposed to be under assured GW irrigation
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ANNEXURES
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Annexure-I: Salient Features of Ground Water Exploration S. Block Formation Wells Depth SWL Discharg Drawdown Zones No (mbgl) (mbgl) e (lps) (m) (mbgl) EW OW Pz
1 Akola Alluvium 26.5 – 6.2 - 0.14 - 33 5.69 - 44.90 13.45 - 9 1 0 302.6 25.4 116 Basalt 20.00 – 1.40- 0.025 - 15 2.78 -23.05 - 11 5 1 200 5.24 2 Akot Alluvium 14 – 4.00 – 0.80 - 0.85 -14.41 6.5 - 22 9 7 428.50 >100 18.86 421.00 3 Balapur Alluvium 11.3 – 6.70 – 0.013 - 1.00 - 6.19 9.75 - 10 3 2 37.99 25.50 20.92 67.5 Basalt 40 -434 5.50 – Traces - 2.65- 16 - 7 0 0 13.75 1.37 4 Barshi Takli Basalt 40 -203 3.65- 0.025- 11.85-17.68 10- 5 1 1 30.3 2.16 117.41 5 Murtijapur Alluvium 16.69 – 10.50– 1-3.76 1.5 11.50 - 8 1 1 56.73 19.20 29.50 Basalt 24.70 – 2.42 – 0.025 - 10.24 - - 9 2 0 303.5 16.85 12.18 25.00 6 Patur Basalt 104.95 - 3.5- 0.78- 11.92- 35.6 - 6 2 0 200.00 19.5 17.94 7 Telhara Alluvium 27.00- 4.43 – 1.2 - 0.67 -34.83 15.5- 25 11 3 296 21.16 30.00 282.5 Total 112 35 15 11.3- 1.4- 0.025-33 0.67-44.90 6.5-421 434 >100
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Annexure-II: Details of GW monitoring wells and KOWs in Akola district. Well Distric Block Village Agency Toposhee Altitude Dept Diameter Geology Aquifer Lining MP WL WL EC May No t name t (amsl) h (m) (mbgl) (m May Nov 16 . no (mbgl) agl) 2016 2016 (µS/cm (mbgl) (mbgl) ) 1 Akola Patur Nandkhed Public 55D/14 322 15 1.9 Basalt FB 3.1 GL 9.8 2.8 - 2 Akola Patur Aagikhed Public 55D/14 333 10 5.1 Basalt FB 4.5 0.5 4.3 2.2 - 3 Akola Barshi takli Rajankhed Public 55H/2 368 25 2.5 Basalt FB 18 0.5 21.6 6.2 - 4 Akola Barshi takli Sarkinhi Public 55H/3 356 10 7.6 Basalt FB 5 0.5 dry 2.8 - 5 Akola Barshi takli Titwan Public 55H/7 362 18 5 Basalt MB 5 GL dry 6.7 - 6 Akola Barshi takli Mojhari Khurd Public 55 H/6 331 10 4.7 Basalt FB 4 0.3 dry 3.7 - 7 Akola Barshi takli Sahit Public 55H/2 312 15 8 Basalt FB 6 0.9 10.5 3.4 - 8 Akola Patur Belura Buzurg Public 55D/14 310 13.2 8 Basalt WB 8 GL dry 3.1 - 9 Akola Patur Khetri Public 55D/14 323 12 2.7 Basalt WB 4 0.4 dry 5.8 - 10 Akola Patur Saiwani Public 55D/15 343 15 3.6 Basalt FB 6 0.2 dry 1.8 - 11 Akola Patur Umra Public 55D/11 359 7 4 Basalt FB 4 0.8 dry 1.1 - 12 Akola Patur Gawandgaon Public 55D/15 371 7 3.4 Basalt MB 3.6 0.7 dry 3 - 13 Akola Patur Umbarwadi Public 55D/15 427 10 2.5 Basalt FB 5 0.9 dry 0.7 - 14 Akola Patur Choundi Public 55D/15 377 10 3.5 Basalt MB 3.5 0.3 6.1 4.3 - 15 Akola Patur Andhar Sawngi Public 55D/15 399 12 7 Basalt FB 5 0.5 4.7 2.2 - 16 Akola Patur Malrajura Public 55D/15 449 10 1.9 Basalt FB 5 0.3 dry 0.6 - 17 Akola Patur Deulgaon Public 55D/15 339 10 4 Basalt FB 3 0.6 10.2 1.4 - 18 Akola Barshi takli Dhaba Public 55H/3 367 10.9 4 Basalt WB 5 GL 10.3 5.4 - 19 Akola Barshi takli Jambrun Public 55H/3 376 15 3.6 Basalt WB 5.5 0.5 3.6 3.2 - 20 Akola Barshi takli Dagadparva Public 55H/2 322 15 5.8 Basalt FB 5.8 0.6 10 4.4 - 21 Akola Barshi takli Parnda Public 55H/2 351 15 4.6 Basalt FB 3 GL 14.8 3.7 - 22 Akola Barshi takli Kaneri Public 55H/2 294 10 8.1 Basalt JB 8 1.4 dry 5.1 - 23 Akola Akot Kautha Bk Public 55G/4 0 16.2 1.75 Alluvium alluvium 1.75 0.5 15.2 8.1 - 24 Akola Akot Dinoda Public 55H/1 271 17.4 2 Alluvium alluvium BWL 0.3 5.3 2.4 2850 25 Akola Akot Rel Public 55H/1 0 12.8 2.2 Alluvium alluvium BWL 0.8 9.5 3.1 2830 26 Akola Akot Palsod Public 55H/1 0 11.45 2.2 Alluvium alluvium BWL 0.75 6.95 5.4 - 27 Akola Murtijapur Rajura Sarod Public 55H/10 310 20.5 2.2 Basalt JB 3.1 0.7 14 6.8 930 28 Akola Murtijapur Shahdatpur Public 55H/5 0 10 3.1 Basalt WB 2.3 0.55 5.4 1.8 820 29 Akola Murtijapur Langhapur Public 55H/5 287 13 2.35 Alluvium alluvium 7.7 GL 11.5 3.2 - 30 Akola Murtijapur Hivra Public 55H/9 289 15.2 2.9 Alluvium alluvium 9 0.25 14.6 11.6 - 31 Akola Murtijapur Shelu Najik Public 55H/5 277 20 3.2 Alluvium alluvium 18.5 GL dry 18.6 - 32 Akola Murtijapur Goregaon Public 55H/6 285 15.55 2.35 Basalt JB 10.2 0.75 14.55 6.8 - 33 Akola Murtijapur Dhanora Vaidya Public 55H/6 327 7.2 5.2 Basalt JB 3.5 0.35 dry 0.9 - 34 Akola Balapur Khandala Public 55D/13 276 11.6 1.8 Basalt JB 5.7 2 dry dry -
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Well Distric Block Village Agency Toposhee Altitude Dept Diameter Geology Aquifer Lining MP WL WL EC May No t name t (amsl) h (m) (mbgl) (m May Nov 16 . no (mbgl) agl) 2016 2016 (µS/cm (mbgl) (mbgl) ) 35 Akola Akola Mhatodi Public 55H/1 265 13.2 2.4 Alluvium alluvium 0.5 4.6 2.5 5980 36 Akola Akola Kharab Bk Public 55H/2 273 9.5 - Alluvium alluvium 0.5 9.3 6.4 - 37 Akola Akola Ghusar Public 55H/1 274 5 - Alluvium alluvium dry dry - 38 Akola Akola Badlapur Public 55D/13 271 8.2 2.5 Alluvium alluvium 0.4 dry 6.4 - 39 Akola Akola Mandala Public 55D/13 258 11.2 2.7 Alluvium alluvium 7.3 GL 8.4 6.4 2790 40 Akola Akola Chandur Public 55H/2 292 19.2 3.7 Basalt JB 11.5 0.8 dry 17.1 - 41 Akola Akola Bhorad Public 55D/14 277 10.3 3.3 Alluvium alluvium 10.3 0.55 dry dry - 42 Akola Balapur Kalamba Public 55D/13 270 7.8 3.6 Alluvium alluvium 7.8 GL dry dry - 43 Akola Balapur Wadegaon Public 55D/14 304 19.4 2.5 Basalt JB 6.5 0.6 18.2 6.8 1980 44 Akola Akola Majhod Public 55D/14 318 13.2 2.2 Basalt JB 6.5 0.3 dry 5.6 - 46 Akola Balapur Borala Public 55D/14 0 16.7 3.3 Basalt WB 10.4 GL dry 12.6 - 46 Akola Balapur Ridhora Public 55D/14 281 8.2 1.9 Basalt WB 3.2 0.7 dry dry - 47 Akola Balapur Batwadi Public 55D/14 295 15.2 4.9 Basalt JB 9.3 0.6 14.3 7.1 2340 48 Akola Balapur Kolsa Public 55D/14 272 17.4 3.65 Alluvium alluvium 17.4 0.4 14.9 6.7 4190 49 Akola Murtijapur Madhapur Public 55H/9 303 14.8 2.6 Basalt JB 7 0.1 14 2.2 - 50 Akola Murtijapur Nagthana Public 55H/6 302 7.7 2.6 Basalt JB 6.5 1 dry 5.5 - 51 Akola Akola Babhalgaon Public 55H/2 304 6.8 1.5 Alluvium - 5.2 0.5 dry 2 - 52 Akola Telhara Shirsoli Public 55C/16 285 22.2 0.9 Alluvium alluvium 0.4 16.2 14.5 4225 53 Akola Akot Kasod Shivpur Public 55G/4 373 9.2 2.2 Alluvium gravelly 2.1 0.15 8.5 3.9 780 alluvium 54 Akola Akot Pimpri jainpur Public 55C/16 319 10.5 2.8 Alluvium alluvium 3.5 0.3 dry dry - 55 Akola Telhara Pimpri khed Public 55C/4 382 5 2.2 Alluvium gravelly 2.2 0.3 1.3 0.5 - alluvium 56 Akola Akot Balegaon Public 55C/4 280 20 2.1 Alluvium alluvium 20 0.55 6.4 4.8 2050 57 Akola Balapur Nimba Public 55D/13 259 26.5 3.9 Alluvium alluvium 26.5 gl dry dry - 58 Akola Balapur Antri Malkapur Public 55D/13 256 6.8 1.5 Alluvium alluvium 2 gl dry dry - 59 Akola Telhara Talegaon Public 55D/13 301 6.9 3.4 Alluvium alluvium 6.9 0.4 6.3 5 2330 60 Akola Telhara Umri Public 55D/13 250 17 3.3 Alluvium alluvium 0.6 dry dry - 61 Akola Telhara Belkhed Public 55C/16 294 25.2 2.7 Alluvium alluvium 10.9 0.5 dry 23.7 - 62 Akola Telhara Talegaon Public 55C/16 310 23.7 2.7 Alluvium alluvium 7 0.4 dry 18.4 - 63 Akola Telhara Dapura Public 55D/13 260 14.2 2.45 Alluvium alluvium 14.2 0.8 dry 13.5 - 64 Akola Akot Wadalideshmukh Public 55G/4 316 20.2 2.65 Alluvium gravelly 6.75 0.5 dry 17.7 - alluvium 65 Akola Akola Kanshivni Public 55H/2 0 6.4 2.5 Basalt JB 4.3 0.3 dry 2 - 66 akola Akola kothari Public 55H/2 298 5.2 2.4 Basalt JB 0.55 dry dry - 67 Akola Akola Akola CGWB 55H/2 279.48 20.1 4 Basalt 0.6 13.6 11.8 4490
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Well Distric Block Village Agency Toposhee Altitude Dept Diameter Geology Aquifer Lining MP WL WL EC May No t name t (amsl) h (m) (mbgl) (m May Nov 16 . no (mbgl) agl) 2016 2016 (µS/cm (mbgl) (mbgl) ) 68 Akola Akot Akot1 CGWB 55G/4 318.79 23.8 2.02 Alluvium 3 0.4 22.1 19 - 69 Akola Patur Alegaon CGWB 55D/15 355.7 12.5 5 Basalt JWF 2.5 0.5 8.7 6.6 597 70 Akola Patur Ambashi CGWB 55D/2 338 13.5 6 Basalt JWF 6 0.5 12.5 1.05 - 71 Akola Balapur Andura1 CGWB 55D/13 249.68 26.85 2.9 Alluvium 3 0.85 23.85 23.3 1998 5 72 Akola Balapur Babulkhed CGWB 55D/14 281.31 22.73 2.8 Alluvium 3 0.93 20.47 20.5 1124 73 Akola Barshi takli Barshi Takli CGWB 55H/2 309.08 32.75 1.9 Basalt 5 0.75 20 12.6 - 8 74 Akola Barshi takli Barshi Takli_Pz CGWB 55H/2 305.3 40.6 0.6 Basalt JWF 17.4 0.6 15.5 10 75 Akola Akola Borgaon Manju CGWB 55H/2 287.85 7.65 4.4 Basalt 2 0.55 6.25 2.45 - 76 Akola Patur Chani CGWB 55D/15 324.75 14.45 1.95 Basalt 2 0.5 13.2 6.6 811 77 Akola Patur Chikhalwal CGWB 55D/15 393.24 30.5 0 9.5 6.9 - (Navegaon)_Pz 78 Akola Akot Dhaga Phata CGWB 55G/4 304 33.5 2.5 Alluvium Sand with 10 0.5 30.3 29 - Clay 79 Akola Barshi takli Donad CGWB 55H/2 318.7 11.35 4.6 Basalt JWFB 1 0.35 9.65 5.6 8982 80 Akola Barshi takli Hatola CGWB 55H/2 333.8 8.5 3.3 Basalt JWFB 1 0.5 6.8 3.1 815 81 Akola Barshi takli Kanheri (Sarap) CGWB 55H/2 286.29 33.5 Basalt 0 13.2 4 - 82 Akola Balapur Kanheri Gawali_Pz CGWB 55D/14 296.3 40.6 0.15 Basalt JWFB 2.4 0.6 4.15 4.5 - 83 Akola Akola Kapsi CGWB 55D/14 304.14 12.3 2.8 Basalt - 2 0.8 12.2 9.4 - 84 Akola Akola Kurankhed CGWB 55H/6 288.1 13.2 3.25 Basalt - 2 0.2 12.8 11.2 - 85 Akola Barshi takli Mahan-1 CGWB 55H/3 326.8 13.25 2 Basalt - 12.5 0.75 9.35 9.05 554 86 Akola Akola Majhari CGWB 55D/14 312 13.2 2.2 Basalt FB 2.5 0.2 13 7.9 - 87 Akola Murtijapur Malkapur CGWB 55H/8 301.5 17.9 3 Basalt - 2 0 13 - 88 Akola Murtijapur Murtijapur_Pz CGWB 55H/6 303.6 40.6 0.15 Basalt JWFB 4.4 0.6 6.3 - 89 Akola Murtijapur Murtijapur CGWB 55H/6 322.62 13.61 2.4 Basalt 2 0.91 14.39 5.29 - 90 Akola Akot Panaj CGWB 55G/4 335.2 32 2.2 Alluvium sand with clay 12 0.5 18.2 13.7 1069 91 Akola Akot Patsul CGWB 55H/1 269.96 11.16 2.8 Alluvium - 2 0.26 8.24 6.54 2550 92 Akola Patur Patur CGWB 55D/15 353.22 10.43 2.55 Basalt - 2 0.93 6.97 2.37 1116 93 Akola Barshi takli Pinjar CGWB 55H/6 324.52 13.4 4.7 Basalt - 2 0.4 12.4 5.2 809 94 Akola Akot Popetkheda CGWB 55G/4 415.3 19.4 4.02 Basalt - 2 0.45 5.35 8.55 568 95 Akola Murtijapur Rasulpur CGWB 55H/5 270.85 17.8 1.45 Alluvium - 2 0.6 13.7 6.2 - 96 Akola Akot Raundala CGWB 55D/13 268 15 1.3 Alluvium Sand with 1 0 11.5 11.7 - Clay 97 Akola Patur Sasti CGWB 55D/14 317.1 13.1 1.8 Basalt FB 2.5 0.75 8.5 8.15 1196 98 Akola Telhara Telhara CGWB 55C/16 278.68 30.75 2.45 Alluvium - 2 0.75 23.05 30 -
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Well Distric Block Village Agency Toposhee Altitude Dept Diameter Geology Aquifer Lining MP WL WL EC May No t name t (amsl) h (m) (mbgl) (m May Nov 16 . no (mbgl) agl) 2016 2016 (µS/cm (mbgl) (mbgl) ) 99 Akola Akola Ugwawadi CGWB 55D/13 267 26.4 3 Basalt FB 2.5 0.9 24.6 - 100 Akola Balapur Ural CGWB 55D/13 261.27 13.65 2.05 Basalt - 2 0.65 13.05 9.05 - 101 Akola Balapur Ural (Bk) CGWB 55D/13 257.49 30.6 Basalt - 0 9.65 5.05 - 102 Akola Balapur Wadegaon CGWB 55D/14 298.44 17.3 1.6 Alluvium - 2 0.3 17 14.7 - 103 Akola Balapur Wyala CGWB 55D/14 295.37 12.8 1 Basalt - 2 0.8 11.1 10.5 1330 BWL: Below water level, GL: Ground level
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Annexure-III Details of micro-level wells, Akola district Sl. Toto Block Site name Type Lat Long Alt. Depth Geology Dia Soil Lining Total Depth - Thickness DTW (Post EC Rate No. Sheet (mamsl) (mbgl) (m) thick (mbgl) Thickness Fractures of fresh/ 2016) (Post2 of no. ness weathered (mbgl) compact (m bgl) 016) disch portion zone arge (m) (Q in (lps) 1 55D/13 AKOLA Agar DW 20.833 76.931 306 12 Alluvium 8 0.5 12 12 4 1401 5 2 55/H2 AKOLA Aliyabad DW 20.750 77.054 283 10 Alluvium 3.5 0.5 3.5 3.5 8.1 1501 1 3 55D/13 AKOLA Amanatpur DW 20.753 76.963 282 4.8 Alluvium 3 0.5 5 5 4.8 2089 3 4 55/H2 AKOLA Bondarkhed DW 20.725 77.107 281 15 Basalt 4 0.5 7 7 9.5 - 15 9.5 956 - 5 55/H2 AKOLA Borgaon DW 20.719 77.159 333 10 Basalt 4.5 0.5 4 4 6.30 - 10 6.3 898 3 6 55/H2 AKOLA Chachondi DW 20.731 77.044 285 15 Alluvium 3.5 0.5 6.4 6.4 8.5 1747 3 7 55/H2 AKOLA Chandur DW 20.652 76.995 287 17 Alluvium 4 0.5 9.1 9.1 16.3 1584 3 8 55 H/1 AKOLA Dahigaon DW 20.760 77.195 288 14 Alluvium 3 0.5 3.9 3.9 3.9 1143 3 9 55/H2 AKOLA Devali DW 20.649 77.198 316 15 Basalt 3.5 0.5 4.3 4.3 9-15 10 9.5 766 3 10 55 H/1 AKOLA Dhotardi DW 20.759 77.138 275 10 Alluvium 3 1 3.8 3.8 3.9 2820 3 11 55 H/1 AKOLA Ekalara DW 20.830 77.090 270 20 Alluvium 2.5 0.5 17 17 17.1 6000 1 12 55 H/1 AKOLA Ghusar DW 20.768 77.078 276 10 Alluvium 2.2 1 7.7 7.7 8.7 590 - 13 55 H/1 AKOLA Ghusarwadi DW 20.795 77.054 257 10 Alluvium 2 0.5 2.2 2.2 2.2 1614 3 14 55D/13 AKOLA Hatla DW 20.835 76.920 253 10 Alluvium 8 0.5 3 3 5.8 760 5 15 55D/14 AKOLA Kalambeshwar DW 20.653 76.964 303 10 Alluvium 3 0.5 6 6 5.5 1101 1 16 55D/14 AKOLA Kapashi Talav DW 20.579 76.978 320 20 Basalt 3 1 7.6 7.6 7.6 - 13 13 933 5 17 55 H/1 AKOLA Kasali Bk DW 20.819 77.056 262 12 Alluvium 2 1 8 8 3.4 1144 3 18 55H/6 AKOLA Khadka DW 20.737 77.254 293 10 Basalt 8 0.5 3.3 3.3 3.7 - 10 3.7 615 3 19 55H/6 AKOLA Kolambi DW 20.673 77.285 305 12 Basalt 5.5 0.5 4.1 4.1 9.7- 12 8 9.7 654 3 20 55D/14 AKOLA Mazod DW 20.592 76.919 315 15 Basalt 2 0.5 4.6 4.6 4.60 - 15 7.6 770 3 21 55 H/1 AKOLA Mhaisang DW 20.849 77.192 270 18 Alluvium 10 1 18 18 17 1800 - 22 55D/13 AKOLA Morgaon Bhakare DW 20.748 76.899 282 15 Alluvium 3.5 0.5 7 7 13.3 927 - 23 55 H/1 AKOLA Nawakheda DW 20.797 77.147 275 16 Alluvium 1.4 0.5 6.4 6.4 6.4 3100 - 24 55H/2 AKOLA Nipana DW 20.689 77.183 307 8 Basalt 4.5 0.5 4.4 4.4 5.2 -8 3.7 5.2 821 3 25 55H/2 AKOLA Pailpada DW 20.714 77.236 297 10 4.5 0.5 6.4 6.4 6.2 - 10 6.2 642 3 26 55 H/1 AKOLA Palaso Bk DW 20.762 77.230 289 10 Alluvium 4.5 1 5.7 5.7 5.7 1835 5 27 55D/13 AKOLA Sangavi Bk DW 20.835 76.995 261 10 Alluvium 2.5 0.5 8.4 8.4 8.4 1307 3 28 55 H/1 AKOLA Sanglud Bk DW 20.752 77.113 270 25 Alluvium 4 1 10 10 5 815 5 29 55H/2 AKOLA Shivapur DW 20.653 77.041 296 23 Basalt 7 0.5 3.2 3.2 16 - 23 16.3 705 5 30 55H/2 AKOLA Shivar DW 20.698 77.050 318 8 Basalt 4 0.5 2 2 4.4 - 8 4.4 1214 - 31 55H/2 AKOLA Sisa DW 20.709 77.100 291 10 Basalt 4.5 0.5 8 8 8 -10 7.5 946 3 32 55H/2 AKOLA Yelwan DW 21.103 77.069 315 35 Alluvium 2.5 1 7 7 30 614 3 33 55 G/4 AKOT Akoli Jahangir DW 21.148 77.119 347 35 Alluvium 2 0.5 10 10 11.8 1280 5.5 34 55 G/4 AKOT Akot (M Cl) DW 21.103 77.069 315 35 Alluvium 2.5 0.5 7 7 30 614 3 35 55 G/4 AKOT Amboda DW 21.143 77.085 408 30 Alluvium 2.5 0.5 6.1 6.1 10 603 5 36 55 G/4 AKOT Asegaon Bajar DW 21.056 77.126 303 30 Alluvium 3 1 8 8 6.5 1213 3 37 55G/4 AKOT Balegaon DW 21.030 77.032 290 20 Alluvium 2 1 5.3 5.3 5.3 1654 - 38 55 C/16 AKOT Belura DW 21.139 76.986 335 30 Alluvium 3 0.5 10 10 25 609 5
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Sl. Toto Block Site name Type Lat Long Alt. Depth Geology Dia Soil Lining Total Depth - Thickness DTW (Post EC Rate No. Sheet (mamsl) (mbgl) (m) thick (mbgl) Thickness Fractures of fresh/ 2016) (Post2 of no. ness weathered (mbgl) compact (m bgl) 016) disch portion zone arge (m) (Q in (lps) 39 55 G/4 AKOT Bochara DW 21.160 77.121 356 25 Alluvium 3 1 7 7 23 802 3 40 55 G/4 AKOT Bordi DW 21.152 77.036 343 35 Alluvium 6 1 8 8 32 624 5 41 55 G/4 AKOT Chandikapur DW 21.123 77.103 334 17 Alluvium 2 1 2 2 16 550 3 42 55 G/4 AKOT Dahikhel Futkar DW 21.185 77.075 381 8 Alluvium 3 1 4.7 4.7 4.6 729 - 43 55 H/1 AKOT Dharel DW 20.913 77.037 257 10 Alluvium 2.5 0.5 3.5 3.5 4.8 4031 5 44 55 C/16 AKOT Edlapur DW 21.159 76.950 340 35 Basalt 2 1 10 10 10-30 29 500 5 45 55 G/4 AKOT Katkhed DW 21.109 76.991 310 45 Alluvium 2 1 20 20 35.2 668 7 46 55 G/4 AKOT Kautha Bk. DW 21.056 77.107 301 13 Alluvium 4.5 1 9.3 9.3 9.5 1017 3 47 55 H/1 AKOT Maroda DW 20.984 77.062 273 24 Alluvium 2 0.5 4.2 4.2 4.2 1723 7 48 55 C/16 AKOT Mundgaon DW 21.046 76.998 285 15 Alluvium 2.5 0.5 4.3 4.3 11.2 1362 2 49 55 C/16 AKOT Nehori Kh. DW 21.093 76.977 296 35 Alluvium 3 1 10 10 28 791 5 50 55 H/1 AKOT Palsod DW 20.953 77.008 276 26 Alluvium 2 1 7 7 9 3373 - 51 55 H/1 AKOT Patonda DW 20.917 77.084 268 10 Alluvium 4 1 3 3 3 3257 5 52 55 H/1 AKOT Patsul DW 20.989 77.016 281 15 Alluvium 2.5 1 5 5 10.4 2829 2 53 55 H/1 AKOT Rel DW 20.917 77.046 258 Alluvium 3 0.5 3 3 3 2939 5 54 55 H/1 AKOT Rohankhed DW 20.983 77.124 281 10 Alluvium 3 0.5 3.5 3.5 3.5 1935 3 55 55 G/4 AKOT Rudhadi Pr. Khatkali DW 21.217 77.093 423 15 Basalt 2 1 3.2 3.2 3-15 12 2.8 603 5 56 55 G/4 AKOT Shahanur DW 21.228 77.089 540 9.6 Basalt 3 1 3 3 3-9.60 6 2.6 646 1 57 55D/13 AKOT Takli Bk. DW 20.922 76.980 263 10 Alluvium 3 1 4.8 4.8 4.8 2026 1 58 55 G/4 AKOT Wadali Deshmukh DW 21.117 77.149 323 25 Alluvium 3 1 7 7 19.8 703 3 59 55 G/4 AKOT Wadgaon Mendhe DW 21.095 77.108 317 40 Alluvium 3 0.5 12.5 12.5 38 738 5 60 56 G/4 AKOT Warur DW 21.003 77.078 291 35 Alluvium 3 1 30 30 3.4 2418 5 61 56 G/4 AKOT Wasali Nagapur DW 21.143 77.034 339 30 Alluvium 4 1 5 5 27.6 674 5 62 55D/14 BALAPUR Adoshi DW 20.750 76.847 283 15 Basalt 4 0.5 3.4 3.4 9.7 - 15 9.7 444 3 63 55D/13 BALAPUR Andura DW 20.858 76.825 271 15 Alluvium 3.5 0.5 3 3 14.5 1559 3 64 55D/14 BALAPUR Balapur (M Cl) DW 20.683 76.778 266 Basalt 8 1 9.6 9.6 8.6 1301 5 65 55D/14 BALAPUR Batwadi Kh. DW 20.624 76.781 287 20 Basalt 5 0.5 5 5 13 -20 13.2 792 5 66 55D/14 BALAPUR Bharatpur DW 20.592 76.917 314 50 Basalt 3 0.5 7 7 13 - 50 13.2 750 3 67 55D/13 BALAPUR Dongargaon DW 20.804 76.772 253 15 Alluvium 5 1 10.7 10.7 11.8 1073 7 68 55D/14 BALAPUR Gaigaon DW 20.726 76.890 295 15 Alluvium 4 0.5 4 4 14 2120 1 69 55D/14 BALAPUR Kasura DW 20.753 76.771 266 21 Alluvium 3 0.5 10 10 20 1210 1 70 55D/13 BALAPUR Khandala DW 20.779 76.888 276 20 Alluvium 3.5 0.5 8 8 20 1511 1 71 55D/14 BALAPUR Manarkhed DW 20.728 76.762 266 30 Alluvium 4 1 5 5 28 1600 5 72 55D/14 BALAPUR Mandawa Bk. DW 20.638 76.797 291 25 Basalt 3 1 16.5 16 15 - 25 16 1543 5 73 55D/14 BALAPUR Nimkarda DW 20.742 76.871 291 25 Alluvium 4 0.5 15 15 24 5 74 55D/14 BALAPUR Paras DW 20.719 76.816 293 19 Alluvium 3 0.5 5.2 5.2 10 980 5 75 55D/14 BALAPUR Ridhora DW 20.691 76.942 287 10 Alluvium 3 0.5 10 10 9.5 - 76 55D/14 BALAPUR Tamshi DW 20.583 76.812 297 25 Basalt 7 0.5 13 8 13 - 25 12 21.4 880 5 77 55D/13 BALAPUR Ural Bk. DW 20.817 76.832 266 15 Basalt 4 0.5 5 5 5-15 12.1 1112 3
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Sl. Toto Block Site name Type Lat Long Alt. Depth Geology Dia Soil Lining Total Depth - Thickness DTW (Post EC Rate No. Sheet (mamsl) (mbgl) (m) thick (mbgl) Thickness Fractures of fresh/ 2016) (Post2 of no. ness weathered (mbgl) compact (m bgl) 016) disch portion zone arge (m) (Q in (lps) 78 55D/14 BALAPUR Wadegaon DW 20.586 76.847 307 20 Basalt 2.5 1 8 8 8-20 16 1602 5 79 55H/2 BARSHITAKLI Bhendi Sutrak DW 20.532 77.214 338 15 Basalt 6 0.5 6.3 6.3 13.2 - 15 9 13.2 901 3 80 55H/2 BARSHITAKLI Chincholi Rudrayani DW 20.504 77.023 346 15 Basalt 6.5 0.5 7 7 13.4 - 15 8 13.4 623 3 81 55H/3 BARSHITAKLI Chohagaon DW 20.453 77.090 364 10 Basalt 4.5 0.5 4.2 4.2 4.6 - 10 5 4.6 769 3 82 55H/3 BARSHITAKLI Davdari DW 20.438 77.142 356 10 Basalt 12 0.5 5.5 5.5 5.8 -10 4.5 5.8 1142 3 83 55H/7 BARSHITAKLI Dhakali DW 20.472 77.319 371 10 Basalt 3 0.5 5.5 5.5 6.7 -10 4.5 6.7 710 5 84 55H/3 BARSHITAKLI Fetra DW 20.409 77.174 360 10 Basalt 4.5 0.5 3.6 3.6 6.5- 10 6.4 6.5 842 3 85 55H/6 BARSHITAKLI Ghota DW 20.564 77.318 358 11 Basalt 4 0.5 5 5 7.6 - 10 5 7.6 604 3 86 55H/2 BARSHITAKLI Gorvha DW 20.632 77.114 330 10 Basalt 3.5 0.5 3.2 3.2 6.3 -10 6.8 6.3 554 3 87 55H/3 BARSHITAKLI Hatola DW 20.507 77.197 329 10 Basalt 3 0.5 4 4 6.7 - 10 6 6.7 879 5 88 55H/2 BARSHITAKLI Kajaleshwar DW 20.549 77.132 337 15 Basalt 3.5 0.5 4.4 4.4 4.4 - 15 4.4 1134 - 89 55H/2 BARSHITAKLI Kanheri DW 20.631 77.048 300 10 Basalt 3.5 0.5 7.5 7.5 8.9 - 10 2.5 8.9 655 3 90 55H/2 BARSHITAKLI Kherda Bk DW 20.566 77.213 319 15 Basalt 7 0.5 5.2 5.2 11.40 - 15 9.7 11.4 1210 3 91 55H/2 BARSHITAKLI Mangrul DW 20.503 77.078 330 10 Basalt 6.5 0.5 5.7 5.7 7.9 - 10 4.3 7.9 687 3 92 55H/6 BARSHITAKLI Morhal DW 20.510 77.375 395 16 Basalt 8 0.5 4.5 6.3-16 11 6.3 687 5 93 55H/7 BARSHITAKLI Nihida DW 20.497 77.272 347 10 Basalt 8 0.5 2.7 2.7 7-10 7.5 871 3 94 55H/3 BARSHITAKLI Nimbi DW 20.465 77.046 367 10 Basalt 10 0.5 2.4 2.4 8.5 - 10 7.5 8.5 750 5 95 55H/6 BARSHITAKLI Para Bhawani DW 20.542 77.321 348 10 Basalt 5 0.5 7 6 6.20 - 10 4 6.2 647 3 96 55H/2 BARSHITAKLI Pardi DW 20.612 77.234 311 8 Basalt 2 0.5 8 8 4.7 -8 4 4.7 436 3 97 55H/6 BARSHITAKLI Patur Nandapur DW 20.608 77.274 310 15 Basalt 10 0.5 8 8 5.8 -15 7 5.8 1051 3 98 55H/7 Pimpalgaon BARSHITAKLI Chambhare DW 20.504 77.307 342 10 Basalt 6 0.5 3.2 3.2 7.9 - 10 6.8 7.9 685 3 99 55H/6 BARSHITAKLI Pinjar DW 20.550 77.257 328 20 Basalt 3 0.5 4.5 4.5 14 - 20 15 14.7 3622 3 100 55H/2 BARSHITAKLI Rajanda DW 20.561 77.010 300 10 Basalt 4 0.5 3.5 3.5 8.9 - 10 6.5 8.9 812 3 101 55H/2 BARSHITAKLI Sahit DW 20.592 77.188 312 10 Basalt 7 0.5 6 6 4.8 - 10 4 4.8 886 3 102 55H/2 BARSHITAKLI Songiri DW 20.534 77.039 319 18 Basalt 8.5 0.5 3.6 3.6 16 t0 18 12 16 747 3 103 55H/3 BARSHITAKLI Titawa DW 20.478 77.253 370 15 Basalt 5.5 0.5 5.5 5.5 11.2 691 5 104 55H/3 BARSHITAKLI Titawa DW 20.500 77.130 349 15 Basalt 3.5 0.5 3.7 3.7 7.8 - 15 11 7.8 708 3 105 55H/2 BARSHITAKLI Wadala DW 20.563 77.102 314 10 Basalt 4.5 0.5 3.1 3.1 6.6 - 10 7 6.6 689 3 106 55H/6 MURTIJAPUR Anbhora DW 20.697 77.323 309 10 Basalt 5.5 0.5 4.2 4.2 6.2 - 10 5.7 6.2 505 3 107 55H/6 MURTIJAPUR Bidgaon DW 20.609 77.430 354 10 Basalt 3.5 0.5 4 4 5.5- 10 6 5.5 912 3 108 55H/5 MURTIJAPUR Bramhi Bk. DW 20.788 77.438 290 12 Basalt 4 0.5 3.4 3.8 7.4 - 10 8 7.4 856 3 109 55H/5 MURTIJAPUR Bramhi Kh. DW 20.783 77.429 288 10 Basalt 3.5 0.5 3.2 3.2 5.8 - 10 6.8 5.8 812 3 110 55H/6 MURTIJAPUR Chikhali DW 20.730 77.319 287 15 Basalt 12 0.5 6.2 6.2 42217 13.3 666 3 111 55H/10 MURTIJAPUR Chinchkhed DW 20.752 77.506 315 15 Basalt 8 0.5 3.7 3.7 9.2 - 15 9.2 658 3 112 55H/6 MURTIJAPUR Dhanora Patekar DW 20.599 77.370 347 10 Basalt 4.5 0.5 4 4 7.3 -10 6 7.3 576 3 113 55H/6 MURTIJAPUR Dhanora Waidhya DW 20.664 77.333 330 10 Basalt 5.5 0.5 3.4 3.4 5.2 - 10 6.6 5.2 467 3 114 55H/6 MURTIJAPUR Hatgaon DW 20.709 77.387 315 15 Basalt 3.5 0.5 8.3 8.3 13 - 15 13.6 1938 3 115 55H/5 MURTIJAPUR Jambha Bk. DW 20.784 77.318 273 10 Basalt 3.5 0.5 - 8.7 - 10 8.7 650 -
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Sl. Toto Block Site name Type Lat Long Alt. Depth Geology Dia Soil Lining Total Depth - Thickness DTW (Post EC Rate No. Sheet (mamsl) (mbgl) (m) thick (mbgl) Thickness Fractures of fresh/ 2016) (Post2 of no. ness weathered (mbgl) compact (m bgl) 016) disch portion zone arge (m) (Q in (lps) 116 55H/6 MURTIJAPUR Jamthi Bk. DW 20.727 77.486 295 10 Basalt 4.5 0.5 2.5 2.5 8.7 - 10 6.9 598 3 117 55H/5 MURTIJAPUR Jitapur DW 20.762 77.432 294 10 Basalt 2 0.5 3.4 3.4 7.40 - 10 6.6 7.4 612 3 118 55H/6 MURTIJAPUR Kandi DW 20.595 77.335 346 6 Basalt 4.5 0.5 4 4 4.3 -6 2 4.3 651 3 119 55H/9 MURTIJAPUR Kaotha Kholapur DW 20.837 77.497 290 10 Basalt 5 0.5 2.2 2.2 8.4 - 10 8.4 653 3 120 55H/6 MURTIJAPUR Karli DW 20.696 77.482 304 10 Basalt 4 0.5 3.1 3.1 5.6 -10 5.6 708 3 121 55H/5 MURTIJAPUR Khaparwada DW 20.824 77.419 266 10 Basalt 4 0.5 3 3 5.9 - 10 7 5.9 756 3 122 55H/9 MURTIJAPUR Khodad DW 20.786 77.589 304 12 Basalt 5 0.5 3.2 3.2 7.8 -10 6.8 7.8 677 5 123 55H/6 MURTIJAPUR Kinkhed DW 20.642 77.393 329 10 Basalt 4 0.5 0 3 4.5 - 10 4.5 829 5 124 55H/5 MURTIJAPUR Kolsara DW 20.846 77.456 279 15 Basalt 5 0.5 2.7 2.7 8.9 -15 8.9 910 5 125 55H/5 MURTIJAPUR Lakhpuri DW 20.839 77.355 282 10 Basalt 3.5 0.5 2.5 2.5 6.7 -10 6.7 1230 3 126 55H/6 MURTIJAPUR Lasnapur DW 20.665 77.381 357 15 Basalt 4 0.5 2.7 2.7 10 - 15 10.2 650 3 127 55H/9 MURTIJAPUR Madhapuri DW 20.788 77.589 310 10 Basalt 3 0.5 6.9 6.9 8.7 - 10 8.7 1028 3 128 55H/5 MURTIJAPUR Mana DW 20.757 77.474 296 15 Basalt 4.5 0.5 7.7 7.7 9.2 - 15 9.2 783 3 129 55H/9 MURTIJAPUR Nawasal DW 20.762 77.545 298 10 Basalt 5 0.5 2.5 2.5 6.8 - 10 7.5 6.8 743 3 130 55H/6 MURTIJAPUR Nimbha DW 20.635 77.377 338 10 Basalt 4.5 0.5 4.8 4.8 6.1 - 10 6.1 638 3 131 55H/5 MURTIJAPUR Pohi DW 20.797 77.491 279 15 Basalt 4.5 0.5 4.2 4.2 9.4 - 15 9.4 809 3 132 55H/5 MURTIJAPUR Sanjapur DW 20.764 77.402 304 20 Basalt 3.5 0.5 5 13.7 -20 13.7 1319 3 133 55H/6 MURTIJAPUR Sanjapur DW 20.721 77.291 289 10 Basalt 6 0.5 4.7 4.7 5.9 - 10 5.9 406 3 134 55H/5 MURTIJAPUR Shelu Najik DW 20.819 77.309 279 Basalt 3.5 0.5 3.1 3.1 8-10 8 1134 - 135 55H/6 MURTIJAPUR Shelu Wetal DW 20.709 77.345 328 10 Basalt 3.5 0.5 2.8 2.8 4.3 - 10 4.3 660 3 136 55H/6 MURTIJAPUR Shend DW 20.634 77.323 345 11 Basalt 4.5 0.5 2.5 9.20 - 11 8.5 9.2 648 3 137 55H/5 MURTIJAPUR Sirso DW 20.769 77.360 290 11 Basalt 6 0.5 4.8 4.8 9-11 9.1 646 1 138 55D/15 PATUR Alegaon DW 20.396 76.847 369 10 Basalt 4 0.5 3.8 3.8 4.6 t0 10 4.6 654 3 139 55D/15 PATUR Ambasi DW 20.442 76.861 348 12 Basalt 6 0.5 4.2 4.2 4.2 - 12 8.8 8.94 624 3 140 55D/15 PATUR Asola DW 20.436 76.880 361 10 Basalt 4 0.5 3.4 3.4 3.4 - 10 6.6 7.5 659 3 141 55D/14 PATUR Belura Kh. DW 20.543 76.875 312 15 Basalt 3 0.5 6.6 6.6 6.60 - 15 11.8 1287 5 142 55D14 PATUR Bhandaraj Bk. DW 20.522 76.900 313 30 Basalt 3 0.5 6.7 6.7 7-20 9 826 3 143 55D/15 PATUR Bodkha DW 20.431 76.940 370 10 Basalt 2 0.5 4.6 4.6 5.8-10 5.8 762 3 144 55D/15 PATUR Channi DW 20.463 76.774 397 10 Basalt 5 0.5 5.6 5.6 5-10 8.2 704 5 145 55D/15 PATUR Charmoli DW 20.341 76.886 403 10 Basalt 5.3 0.5 5.4 5.4 5.4- 10 4.4 5.4 607 3 146 55D/15 PATUR Chinchkhed Patur DW 20.419 76.931 371 10 Basalt 12 0.5 3 3 3 t0 7 2.2 486 5 147 55D/15 PATUR Gawandgaon DW 20.413 76.800 380 10 Basalt 3 0.5 4 4 6.8 - 10 6 6.8 608 3 148 55D/15 PATUR Karla DW 20.416 76.860 365 10 Basalt 3.5 0.5 2.1 2.1 6.5- 10 6.5 619 3 149 55D/15 PATUR Kosgaon DW 20.403 76.982 434 10 Basalt 3 1 2 2 5- 10 5 540 3 150 55D/15 PATUR Pandhurna DW 20.320 76.831 401 10 Basalt 8 0.5 3.7 3.7 3.7 - 6.30 4.1 713 3 151 55D/15 PATUR Pardi DW 20.475 77.000 325 6 Basalt 10 0.5 5 5 5-6 1 4.3 800 3 152 55D/15 PATUR Patsingi DW 20.381 76.775 394 10 Basalt 6.2 0.5 4.8 4.8 4.8 - 10 3.4 605 5 153 55D/15 PATUR PATUR DW 20.444 76.942 364 15 Basalt 4 0.5 3.2 3.2 6.5 - 15 6.5 883 1 154 55D/15 PATUR Pimpal Khuta DW 20.475 76.735 300 15 Basalt 2.5 0.5 7 7 7-15 12.1 1127 3
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Sl. Toto Block Site name Type Lat Long Alt. Depth Geology Dia Soil Lining Total Depth - Thickness DTW (Post EC Rate No. Sheet (mamsl) (mbgl) (m) thick (mbgl) Thickness Fractures of fresh/ 2016) (Post2 of no. ness weathered (mbgl) compact (m bgl) 016) disch portion zone arge (m) (Q in (lps) 155 55D14 PATUR Sangola DW 20.520 76.793 309 20 Basalt 2 0.5 7.3 7.3 8-20 15.4 1024 3 156 55D14 PATUR Sasti DW 20.494 76.816 323 13 Basalt 3 0.5 3.9 3.9 4-13 11.2 860 3 157 55D11 PATUR Sawargaon DW 20.394 76.728 402 10 Basalt 3.5 0.5 2.2 2.2 3.8 - 10 3.8 622 5 158 55D/15 PATUR Sawarkhed DW 20.370 76.913 458 10 Basalt 10 0.5 2.5 2.5 6-10 7.5 6 381 5 159 55D14 PATUR Shirla DW 20.502 76.943 338 10 Basalt 2.5 0.5 4.3 5.3 5.3 -10 6.8 843 5 160 55D/15 PATUR Sukali DW 20.464 76.803 338 8 Basalt 3 0.5 2.3 2.3 2.3 - 8 7 1126 3 161 55D/15 PATUR Umarwadi DW 20.345 76.784 432 10 Basalt 5.5 0.5 3 3 3-10 7 1 462 5 162 55D/15 PATUR Wiware DW 20.466 76.827 340 17 Basalt 8 0.5 6.5 6.5 6.5 - 17 16.4 765 3 163 55 C/16 TELHARA Atkali DW 20.989 76.924 270 18 Alluvium 1 0.5 15 15 17.5 1899 1 164 55 C/16 TELHARA Belkhed DW 21.055 76.857 291 26 Alluvium 3 10.6 10.6 25 670 3 165 55 C/16 TELHARA Changalwadi DW 21.073 76.791 302 25 Alluvium 5 0.5 10.5 10.5 21.9 580 5 166 55 C/16 TELHARA Chichari DW 21.180 76.867 365 10 Basalt 4 1 1 1 4-10 4.6 632 5 167 55 C/16 TELHARA Ghodegaon DW 21.034 76.885 283 20 Alluvium 2.5 0.5 9.2 9.2 15.6 1270 5 168 55 C/16 TELHARA Hingani Bk. DW 21.097 76.839 308 25 Alluvium 3 1 8.4 8.4 21.9 926 1 169 55 C/16 TELHARA Kalegaon DW 21.080 76.934 291 30 Alluvium 2 0.5 12.5 12.5 28.9 1890 3 170 55 C/16 TELHARA Malthana Kh. DW 21.129 76.902 314 20 Alluvium 1.5 0.5 10 10 19.8 650 3 171 55D/13 TELHARA Nimboli DW 20.973 76.945 376 18 Alluvium 3 1 6.2 6.2 16.2 2259 1 172 55D/13 TELHARA Nimbora Bk. DW 20.941 76.868 264 20 Alluvium 3.5 1 5 5 16 - 173 55 C/16 TELHARA Pimparkhed DW 21.176 76.801 375 Basalt 3 1 7 7 5-40 5.5 910 5 174 55 C/16 TELHARA Saundala DW 21.129 76.809 330 25 Alluvium 4 1 13 13 22.2 547 5 175 55 C/16 TELHARA Talegaon Bk. DW 21.101 76.869 306 23 Alluvium 2.5 0.5 14.5 14.5 22 1235 3 176 55 C/16 TELHARA Thar DW 21.006 76.863 281 40 Alluvium 3 0.5 7 7 38 754 1
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Annexure-IV: Water Level of Ground water monitoring wells (2016) with long term trend (2007-2016) Sl District Well Name May Nov. Fluctuation Premonsoon WL trend (m/year) Premonsoon WL trend No. 2016 (mbgl) 2016 (mbgl) (m) (m/year) Rise Fall Rise Fall 1 Akola Akola 13.6 14.5 -0.9 0.3083 0.1564 2 Akola Akot1 22.1 18 4.1 0.3745 0.134 3 Akola Alegaon 8.7 5.4 3.3 4 Akola Ambashi 12.5 5.1 7.4 5 Akola Andura1 23.85 7.3 16.55 0.1517 0.6013 6 Akola Babulkhed 20.47 12.2 8.27 0.1146 0.5322 7 Akola Barshi Takli 20 9.6 10.4 0.4702 0.0444 8 Akola Barshi Takli_Pz 15.5 3.3 12.2 0.6217 9 Akola Borgaon Manju 6.25 3.8 2.45 0.0704 0.0573 10 Akola Chani 13.2 5.9 7.3 0.4718 0.0644 11 Akola Chikhalwal (Navegaon)_Pz 9.5 5.3 4.2 0.2118 0.0438 12 Akola Dhaga Phata 30.3 29.3 1 13 Akola Donad 9.65 - - 14 Akola Hatola 6.8 2.5 4.3 15 Akola Kanheri (Sarap)-Pz 13.2 - - 0.3117 0.0048 16 Akola Kanheri Gawali-Pz 4.15 2.8 1.35 0.1492 17 Akola Kapsi 12.2 - - 0.0327 18 Akola Kurankhed 12.8 9.7 3.1 0.0488 0.0278 19 Akola Mahan-1 9.35 8.6 0.75 20 Akola Majhari 13 10.1 2.9 21 Akola Malkapur 13 10 3 0.0883 0.3361 22 Akola Murtijapur_Pz 6.3 2.2 4.1 0.7373 23 Akola Murtijapur 14.39 5.34 9.05 0.1648 0.2527 24 Akola Panaj 18.2 15.4 2.8 25 Akola Patsul 8.24 7.5 0.74 0.3828 0.1196 26 Akola Patur 6.97 1 5.97 0.0864 0.0268 27 Akola Pinjar 12.4 2.9 9.5 0.4079 0.0042 28 Akola Popetkheda 5.35 7.2 -1.85 0.0745 0.6477 29 Akola Rasulpur 13.7 12.8 0.9 0.1459 0.431 30 Akola Raundala 11.5 13 -1.5 31 Akola Sasti 8.5 8 0.5
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Sl District Well Name May Nov. Fluctuation Premonsoon WL trend (m/year) Premonsoon WL trend No. 2016 (mbgl) 2016 (mbgl) (m) (m/year) Rise Fall Rise Fall 32 Akola Telhara 23.05 30 -6.95 0.6644 33 Akola Ugwawadi 24.6 23 1.6 34 Akola Ural 13.05 8.8 4.25 0.081 0.1249 35 Akola Ural (Bk)-Pz 9.65 4.7 4.95 0.1 0.1154 36 Akola Wadegaon 17 14.4 2.6 0.1029 0.1384 37 Akola Wyala 11.1 11.2 -0.1 0.0808 0.016
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Annexure-IV: Chemical analysis of ground water samples, Shallow aquifers
EC Measured Type Location pH TDS Na K Ca Mg CO HCO Cl NO SO F SAR Na % RSC S.No. µS/cm Hardness 3 3 3 4 µS/cm mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l
1 DW Kinkhed 6.8 1588 2000 1032 91 12 215 355 0 732 1370 41 19 1 0.9 9.64 -28.0 2 DW Babulgaon 6.9 904 332 588 109 15 46 53 0 98 174 84 18 0.4 2.6 43.57 -5.0 3 DW Yendli 6.9 2020 448 1314 110 14 65 69 0 268 254 74 14 0.9 2.26 36.47 -4.6 4 DW Akolkhed 7 916 412 549 110 12 38 77 0 39 294 91 10 0.5 2.4 38.20 -7.6 5 DW Akot 7 1840 408 1104 108 17 10 93 10 54 298 84 16 0.3 2.3 38.63 -7.0 6 DW Gorwa 7 810 472 486 61 4 34 94 0 64 258 88 10 0.7 1.2 22.60 -8.4 7 DW Kanshivani 7 717 260 466 81 13 36 41 0 60 138 76 10 0.6 2.2 42.59 -4.2 8 DW Wangargaon 7 3540 476 2124 151 21 16 106 24 24 406 94 20 1 3.0 42.75 -8.3 9 DW Rahit 7.2 3070 2000 1842 141 23 26 470 0 117 1384 99 16 0.5 1.4 14.39 -38.0 10 DW Sawara 7.2 1830 896 1098 83 14 16 208 0 59 572 96 60 0.3 1.2 18.14 -16.9 11 DW Shivar 7.2 1207 500 785 97 9 36 99 0 264 224 84 24 0.9 1.9 30.80 -5.7 12 DW Dhaba 7.3 779 404 467 74 3 45 71 0 68 226 83 10 0.6 1.6 28.97 -7.0 13 DW Gaigaon 7.3 909 540 545 71 7 32 112 0 93 326 85 14 0.7 1.3 23.23 -9.3 14 DW Mundgaon 7.3 1830 612 1098 88 9 18 138 0 63 432 89 11 0.6 1.5 24.91 -11.2 15 DW Paras 7.3 915 296 549 62 4 29 54 0 49 184 55 11 0.3 1.6 32.11 -5.1 16 DW Ruikhed 7.3 631 276 378 45 3 16 57 0 36 158 53 10 0.4 1.2 26.93 -4.9 17 DW Shivni 7.3 1203 420 781 151 7 40 78 0 249 196 85 12 0.6 3.2 44.55 -4.3 18 DW Hingani Bk 7.4 638 304 382 56 5 28 57 0 36 208 54 10 0.4 1.4 29.67 -5.5 19 DW Lohara 7.4 1790 496 1075 107 6 30 102 0 102 344 86 16 0.5 2.1 32.65 -8.2 20 DW Wadi Adampur 7.4 1332 528 800 86 14 32 109 4.8 15 358 89 17 0.4 1.6 27.97 -10.2 21 DW Batwadi 7.5 1268 364 761 61 9 30 70 0 83 258 22 14 1 1.4 28.38 -5.9 22 DW Danapur 7.5 1313 608 188 59 8 44 121 0 24 378 90 17 0.5 1.0 18.57 -11.8 23 DW Popatkhed 7.5 328 156 196 15 2 20 26 0 40 96 6 15 0.3 0.5 18.41 -2.5 24 DW Wari Warkhed 7.5 499 184 324 21 1.68 50 14 0 64 106 12 7 0.2 0.7 20.69 -2.6 25 DW Jawala Bk 7.6 640 224 416 30 5 50 24 0 48 122 44 40 0.4 0.9 24.34 -3.7 26 DW Kolasa 7.6 771 348 463 56 4 29 67 0 80 178 64 13 1 1.3 26.73 -5.6 27 DW Madhapuri 7.7 388 184 252 19 2 16 35 0 56 98 8 10 0.5 0.6 19.26 -2.8 28 DW Murtijapur 7.7 1540 720 1010 46 2 122 101 0 137 260 32 99 0.3 0.75 12.47 -12.2 29 DW Nakashi 7.7 1326 520 870 45 5 114 57 0 439 138 6 48 0.5 0.9 16.70 -3.2 30 DW Yeranda 7.7 369 324 237 51 6 34 58 0 40 130 79 32 0.6 1.2 26.80 -5.8 31 DW Hatola 7.8 681 384 408 76 4 27 77 0 44 192 88 45 0.7 1.7 30.74 -6.9 32 DW Kajaleshwar 7.8 425 344 255 49 2 22 70 0 60 116 85 11 0.3 1.1 24.09 -5.9 33 DW Kutasa 7.8 948 252 622 87 5 48 32 0 400 80 1 15 0.3 2.4 43.70 1.5 34 DW Palso Bk 7.8 2100 240 1365 124 12 13 51 48 24 216 23 20 0.7 3.5 54.30 -2.8
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EC Measured Type Location pH TDS Na K Ca Mg CO HCO Cl NO SO F SAR Na % RSC S.No. µS/cm Hardness 3 3 3 4 35 DW Sirso 7.8 960 600 630 113 0.3 72 102 0 179 210 27 206 1.3 2.0 29.09 -9.1 36 DW Sonari Bopari 7.8 2710 756 1716 111 21 51 153 9.6 132 506 90 12 0.6 1.8 26.20 -12.6 37 DW Thar 7.9 528 180 316 25 2 8 39 1 79 84 21 10 0.2 0.8 24.04 -2.3 38 DW Adsul 8 4170 492 2502 171 14 16 110 4.8 63 430 96 23 0.5 3.4 44.22 -8.6 39 DW Kasarkhed 8 568 300 341 53 2 27 57 1 79 85 84 12 0.2 1.3 28.21 -4.7 40 DW Mana 8 1344 232 874 125 11 19 45 24 122 98 84 33 0.7 3.6 55.21 -1.8 41 DW Kawatha 8.1 2380 280 1872 225 23 19 56 48 93 300 83 15 1.2 5.8 64.95 -2.5 42 DW Shahanur 8.2 650 400 430 10 2 45 70 5 323 10 1 55 0.3 0.2 5.73 -2.5 43 DW Dahihanda 8.8 403 420 274 19 0.3 15 93 10 162 140 27 30 0.4 0.4 9.04 -5.4 44 DW Nandkhed 7.4 684 249 438 40 0.29 179 17 0 298 28 11 42 0.34 0.8 14.43 -5.5 45 DW Rajura Sarod 7.5 924 413 591 20 2.23 359 13 0 264 72 28 102 0.17 0.3 4.65 -14.7 46 DW Wadegaon 7.6 2231 727 1428 157 0.06 269 111 0 478 337 43 246 0.48 2.0 23.20 -14.8 47 DW Kolsa 7.6 5690 2450 3642 152 0.11 508 472 0 439 1172 37 683 0.44 1.2 9.34 -57.0 48 DW Dagadparva 7.7 577 239 369 29 0.07 159 19 0 224 54 23 25 0.3 0.6 11.67 -5.9 49 DW Dhaba 7.7 735 299 470 39 0.08 174 30 0 288 41 30 50 0.39 0.7 13.16 -6.5 50 DW Kasod Shivpur 7.7 783 334 501 24 0.16 214 29 0 293 44 22 81 0.45 0.4 7.41 -8.3 51 DW Mhatodi 7.7 9421 1355 6029 1274 1.49 518 203 0 146 2773 53 432 0.08 12.0 56.54 -40.2 52 DW Choundi 7.8 570 254 365 16 0.36 184 17 0 273 28 12 15 0.33 0.3 6.23 -6.1 53 DW aagikhed 7.8 778 254 498 58 0.13 164 22 0 205 90 29 76 0.32 1.1 20.15 -6.6 54 DW Rel 7.8 3121 677 1997 376 0.64 134 132 0 312 643 31 347 0.31 5.5 48.22 -12.5 55 DW Andhar Sawngi 7.9 423 85 271 53 0.16 60 6 0 151 39 7 36 1.06 1.7 39.84 -1.0 56 DW Shahdatpur 7.9 807 324 516 32 2.9 10 76 0 298 49 50 15 0.03 0.8 17.80 -1.9 57 DW Deulgaon 7.9 1025 364 656 63 0.23 234 31 0 342 95 30 75 0.47 1.0 16.11 -8.7 58 DW Chandur 7.9 1187 319 760 108 0.09 144 42 0 342 103 23 132 0.41 2.0 30.50 -5.1 59 DW BATWADI 7.9 2822 986 1806 195 0.1 229 184 0 517 409 45 378 0.53 2.3 24.19 -18.1 60 DW Shirsoli 7.9 5651 1135 3617 713 0.11 309 201 0 771 1216 21 293 0.45 7.8 49.24 -19.3 61 DW Sahit 8 925 204 592 113 0.89 65 34 0 293 105 25 61 0.64 2.8 45.04 -1.2 62 DW Mandala 8 3422 637 2190 475 0.82 309 80 0 488 619 47 361 0.06 6.2 48.44 -14.0 63 DW Rajankhed 8.1 1131 453 724 57 2.49 279 42 0 390 100 30 85 0.29 0.8 12.73 -11.0 64 DW Shirsoli 8.1 2621 259 1677 470 0.35 90 41 0 508 465 46 220 0.78 10.3 72.22 0.5 65 DW Kautha Bk 8.1 3231 996 2068 278 0.64 115 214 0 425 558 31 432 1.25 3.5 34.15 -16.4 66 DW Balegaon 8.3 1889 324 1209 270 2.11 70 62 28.8 586 185 34 152 0.64 5.7 57.94 2.0 67 DW Dinoda 8.4 3084 289 1974 563 0.6 45 59 48 791 334 31 287 0.32 13.0 77.48 7.4 68 DW Palsod 8.6 4989 986 3193 673 3.78 55 226 14.4 351 959 31 597 0.12 9.0 57.90 -15.1 69 DW Kanchapur 7.6 8500 1820 5420 1080 5 220 309 0 683 1199 0 1267 0.78 11.0 56.39 -25.2 70 DW Karanja Ramjanpur 7.6 4100 630 2380 626 44.1 112 85 0 891 596 51 417 0.41 10.8 69.25 2.0 71 DW Dewarda 7.7 15000 2690 9324 2210 17.2 421 399 0 573 3057 1424 1508 0.81 18.5 64.18 -44.5
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EC Measured Type Location pH TDS Na K Ca Mg CO HCO Cl NO SO F SAR Na % RSC S.No. µS/cm Hardness 3 3 3 4 72 DW Kutasa 7.7 4770 1200 2838 533 19.4 269 129 0 317 1039 180 509 0.62 6.7 49.59 -18.9 73 DW Apatapa 7.7 4650 420 2630 845 15 92 46 0 537 1340 13 9 0.73 17.9 81.58 0.4 74 DW Samglud 7.7 18400 6090 11914 660 1340 713 1047 0 561 3113 3434 1326 1.04 3.7 34.12 -112.6 75 DW Mahsang 7.7 5470 620 2987 938 56.6 64 112 0 1952 794 20 26 0.54 16.4 77.29 19.6 76 DW Hatrung 7.8 1460 275 820 208 1.9 50 36 0 512 113 45 109 0.63 5.5 62.48 2.9 77 DW Nimbhora Bk 7.9 2400 655 1300 244 0.8 72 115 0 659 397 89 54 0.47 4.2 44.87 -2.3 78 DW Hingni Budruk 7.9 1374 227 538 192 6.56 18 45 0 415 121 0 51 0 5.5 65.19 2.3 79 DW Karatwadi 7.9 10050 2440 5680 1188 3.3 369 369 0 98 3028 23 648 0.5 10.5 51.46 -47.2 80 DW Jaulkheda 7.9 10100 2760 5640 995 14.2 461 392 0 451 2787 84 681 0.64 8.2 44.10 -47.9 81 DW Parla Phutkar 8 12600 1250 7775 2305 38.3 132 224 0 1208 2291 785 1395 1.05 28.3 80.18 -5.2 82 DW Ambikapur 8 2630 190 1547 500 14.5 32 27 0 683 269 10 352 0.69 15.7 85.27 7.4 83 DW Ugva 8.1 2380 205 1340 452 5.1 32 30 0 976 142 28 161 0.72 13.8 82.95 11.9 84 DW Manabda 8.1 3840 470 2111 668 0.9 60 78 0 1123 610 80 52 0.86 13.4 75.53 9.0 85 DW Umri 8.1 2000 655 1195 96 102 80 110 0 390 291 282 39 0.33 1.6 34.23 -6.7 86 DW Ghusar 8.1 7500 940 4622 1292 6.8 196 109 0 488 1362 165 1246 0.84 18.3 75.02 -10.8 87 DW Deolgaon 8.2 6340 1130 3910 935 5.4 164 175 0 476 1262 801 330 0.52 12.1 64.36 -14.8 88 DW Navi Umri 8.2 3000 320 1650 534 1.5 28 61 0 1013 397 29 94 0.72 13.0 78.38 10.2 89 DW Jaulka Virur 8.2 3390 770 2138 306 201 120 114 0 561 440 379 297 0.46 4.8 54.56 -6.2 90 DW Dahihanda 8.2 2830 320 1614 496 14.3 52 46 0 696 440 71 146 0.6 12.1 77.46 5.0 91 DW Manatri 8.3 2150 210 1175 396 0.8 20 39 0 1013 113 70 28 1.13 11.9 80.38 12.4 92 DW Punda 8.5 4600 80 2560 1024 1.1 8 15 300 1293 461 66 35 3.04 49.3 96.46 29.6 93 DW Dahigaon 8.9 1500 100 853 298 1.9 12 17 90 390 53 8 177 1.44 13.0 86.68 7.4 94 DW Palso 8.9 3000 150 1845 624 5.6 14 28 108 482 184 BDL 640 1.44 22.1 90.08 8.5 95 SW Bhambri 7 1736 351 740 235 0.81 6 82 0 580 181 13 29 0 5.5 59.33 2.5 96 SW Lohara 7.2 952 202 427 129 6.2 32 30 0 260 66 4 103 0.38 3.9 58.81 0.2 97 SW Purna River(Gandhigram) 7.4 2210 432 1296 262 7.44 49 75 0 220 489 1 188 0 5.5 57.32 -5.0 98 SW Balegaon 7.5 2810 194 1219 587 7.77 13 39 0 790 375 56 67 0 18.3 86.87 9.1
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Annexure V: Chemical analysis of ground water samples, Deeper aquifers S.No Type Location pH EC Hardness TDS Na K Ca Mg CO3 HCO3 Cl NO3 SO4 F SAR Na % RSC µS/cm mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l 1 EW Pandhurna(PYT) 7.2 570 65 304 105 0 40 6 0 54 100 7 106 2.85 4.1 64.65 -1.6 2 EW Pandhurna(PYT) 7.2 570 65 304 105 0 40 6 0 54 100 7 106 2.85 4.1 64.65 -1.6 3 EW Jamb 7.5 580 50 306 106 0 30 5 0 54 95 10 106 3.68 4.7 70.89 -1.0 4 EW Jamb 7.5 580 50 306 106 0 30 5 0 54 95 10 106 3.68 4.7 70.89 -1.0 5 EW Kherda 7.7 418 144 624 32 0 139 1 0 93 26 14 75 0.42 0.7 16.53 -5.6 6 EW Kherda 7.7 418 144 624 32 0 139 1 0 93 26 14 75 0.42 0.7 16.53 -5.6 7 EW Mirzapur OW-2 7.8 689 209 365 63 0 90 29 0 254 33 19 69 0.84 1.5 28.66 -2.7 8 EW Mirzapur OW-2 7.8 689 209 365 63 0 90 29 0 254 33 19 69 0.84 1.5 28.66 -2.7 9 EW Dhanora Pateka 7.9 388 154 206 15 0 100 13 0 107 26 7 53 0.2 0.4 9.85 -4.3 10 EW Dhanora Pateka 7.9 388 154 206 15 0 100 13 0 107 26 7 53 0.2 0.4 9.85 -4.3 11 EW Mirzapur 8 1124 294 600 119 0 134 39 0 146 152 30 200 0.65 2.3 34.27 -7.5 12 EW Mirzapur 8 1124 294 600 119 0 134 39 0 146 152 30 200 0.65 2.3 34.27 -7.5 13 EW Shivan KH 8.1 1649 647 877 75 2 294 86 0 93 203 30 400 0.23 1.0 13.17 -20.2 14 EW Shivan KH 8.1 1649 647 877 75 2 294 86 0 93 203 30 400 0.23 1.0 13.17 -20.2 15 EW Pandhurna OW 8.2 502 115 365 65 0 70 11 0 161 41 24 43 0.61 1.9 39.37 -1.7 16 EW Pandhurna OW 8.2 502 115 365 65 0 70 11 0 161 41 24 43 0.61 1.9 39.37 -1.7 17 EW Jamb OW 8.4 607 129 311 85 0 100 7 14 132 57 25 73 1.17 2.2 39.77 -2.9 18 EW Jamb OW 8.4 607 129 311 85 0 100 7 14 132 57 25 73 1.17 2.2 39.77 -2.9 19 BW Jamthi Bk. 6.9 615 328 399 73 9 15 70 0 64 178 80 16 0.5 1.8 34.18 -5.5 20 BW Palsad 7 5420 644 3252 201 55 19 145 19 10 602 102 33 0.7 3.4 44.09 -12.1 21 BW Ugwa 7 1265 2000 822 52 8 118 414 0 146 1332 97 94 0.7 0.5 5.81 -37.6 22 BW Patur 7.2 697 364 418 89 11 26 73 0 60 232 80 12 0.8 2.0 36.33 -6.3 23 BW Wadalisatwai 7.2 601 212 391 11 1 37 29 0 44 102 40 17 0.6 0.3 10.30 -3.5 24 BW Badlapur 7.3 3580 180 2148 161 28 16 34 0 73 182 84 52 1 5.2 68.21 -2.4 25 BW Sawarkhed 7.3 504 164 302 25 2 18 29 0 40 118 13 10 0.8 0.8 25.77 -2.6 26 BW Umra 7.3 720 248 480 53 101 48 31 1 313 74 2 46 1.1 1.5 49.68 0.2 27 BW Apatapa 7.4 1370 1692 890 63 11 157 316 0 146 1046 102 44 1 0.7 8.20 -31.4 28 BW Chatari 7.4 975 372 585 51 4 22 77 0 39 154 86 19 0.6 1.2 23.78 -6.8 29 BW Agar 7.5 2710 324 1762 91 10 62 40 0 68 252 88 36 0.9 2.2 39.56 -5.3 30 BW Kazikhed 7.5 1778 604 1067 73 8 44 120 0 88 396 66 30 0.6 1.3 21.87 -10.6 31 BW Pimpalkhuta 7.6 693 364 415 53 4 16 78 0 52 154 88 11 0.6 1.2 24.86 -6.4 32 BW Shelu Bazar 7.6 967 368 628 83 9 30 71 0 73 208 83 15 0.7 1.9 34.30 -6.2 33 BW Chikhalgaon 7.7 1810 908 1190 101 1 192 104 0 212 224 78 151 0.5 1.5 19.57 -14.7
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S.No Type Location pH EC Hardness TDS Na K Ca Mg CO3 HCO3 Cl NO3 SO4 F SAR Na % RSC 34 BW Chikhalwal 7.7 419 300 251 48 2 28 56 0 52 176 51 11 0.3 1.2 26.29 -5.1 35 BW Digras Kh 7.7 665 320 399 51 3 22 65 0 48 140 79 10 1 1.2 26.40 -5.6 36 BW Khetri 7.7 347 228 208 19 3 19 44 0 32 144 6 11 1 0.5 16.54 -4.0 37 BW Pinjar 7.7 648 430 388 52 2 46 77 0 48 176 89 58 0.6 1.1 21.20 -7.8 38 BW Wanirambhapur 7.7 480 180 312 12 2 16 34 0 40 82 12 14 0.4 0.4 13.74 -2.9 39 BW Sawargaon 7.8 372 260 223 38 4 20 51 0 40 106 58 10 0.7 1.0 25.24 -4.5 40 BW Lavkhed 7.9 1044 428 626 78 5 16 94 0 54 252 86 12 1 1.6 29.15 -7.7 41 BW Mhaisang 8.1 3770 464 2450 181 31 13 105 0 122 490 50 71 0.8 3.7 48.30 -7.3 42 BW Wadegaon 8.1 972 364 583 58 6 27 72 0 49 180 76 19 0.7 1.3 26.89 -6.5 43 BW Mhispur 8.8 810 380 510 131 26 19 81 74 306 34 7 132 0.4 2.9 45.59 -0.1 44 TW Takli Bk 6.9 1990 1304 1194 85 16 79 269 0 102 918 41 21 0.7 1.0 13.61 -24.4 45 TW Akola 7.1 3760 932 2256 137 18 94 170 0 98 764 72 11 2 2.0 25.62 -17.0 46 TW Girijapur 7.1 2864 1700 1862 137 24 48 384 0 122 1216 92 66 0.4 1.4 16.21 -32.0 47 TW Kapileshwar 7.1 1262 420 757 59 11 33 82 0 59 318 8 14 0.5 1.3 25.33 -7.4 48 TW Kati 7.1 1184 312 710 71 8 16 66 0 73 184 61 10 0.5 1.7 34.55 -5.0 49 TW Kolsara 7.1 1329 1996 864 62 11 50 455 0 283 1418 96 16 0.8 0.6 6.95 -35.2 50 TW Dhamna 7.2 2920 424 1752 105 13 17 93 0 49 366 55 9 0.4 2.2 36.63 -7.7 51 TW Hingna Tamaswadi 7.2 4110 844 2466 154 22 98 146 0 112 702 40 13 1.1 2.3 30.09 -15.0 52 TW Parala 7.3 4330 804 2598 178 38 38 172 0 39 664 99 66 1.2 2.7 35.16 -15.4 53 TW Hilaladad 7.4 4960 552 2814 161 22 25 119 0 88 526 5 51 0.2 3.0 40.68 -9.6 54 TW Rohana 7.4 1763 192 1058 147 11 18 36 0 49 170 81 7 0.1 4.6 63.49 -3.0 55 TW Devarda 7.5 1757 240 1142 84 7 16 49 0 132 150 42 17 2 2.4 44.41 -2.6 56 TW Katyar 7.5 1508 2000 980 71 15 141 400 0 137 1348 92 61 0.8 0.7 7.99 -37.7 57 TW Patsul 7.5 1930 198 1158 119 4 6 44 0 107 154 66 18 1.2 3.7 57.15 -2.2 58 TW Deori 7.6 581 276 378 82 14 24 53 0 60 146 80 14 0.6 2.1 41.57 -4.5 59 TW Balapur 7.7 369 324 237 51 6 34 58 0 40 130 79 32 0.6 1.2 26.80 -5.8 60 TW Kinkhed 7.7 998 140 599 62 4 18 23 10 49 86 38 17 0.9 2.3 50.00 -1.7 61 TW Dapura 8 1523 260 996 89 8 19 52 24 146 138 32 11 0.8 2.4 43.95 -2.0 62 TW Sangavi 8.1 5380 1080 3540 1250 3 40 238 0 338 2400 13 40 0.5 16.5 71.60 -16.0 63 TW Pati 8.2 3960 893 2610 240 2 192 100 0 664 490 1 90 0.5 3.5 37.00 -7.0 64 TW Chohatta Bazar 8.6 520 300 340 20 0 48 44 5 123 90 15 3 0.3 0.5 12.70 -3.8 65 TW Nakhegaon 8.7 310 190 202 16 1 40 22 7 149 30 2 11 0.5 0.5 15.96 -1.1 66 TW Wadad 8.9 2490 640 1650 592 21 32 136 101 434 348 99 250 0.7 10.2 67.26 -2.3 67 BW Kinkhed 7.3 17500 4100 9977 2090 14 613 625 0 281 4929 10 1555 0.8 14.2 52.65 -77.4 68 BW Kati 8.4 6150 860 3652 1015 15 28 192 36 171 1390 296 594 0.47 15.1 72.14 -13.2 69 BW Sanglud 8.6 2550 150 1456 512 16 12 29 72 537 355 13 178 0.67 18.2 88.37 8.2
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S.No Type Location pH EC Hardness TDS Na K Ca Mg CO3 HCO3 Cl NO3 SO4 F SAR Na % RSC 70 BW Dhotardi 8.7 2100 125 1234 403 44 24 16 48 415 269 BDL 222 0.28 15.6 88.11 5.9 71 BW Kaulkhed 8.9 3700 190 2157 757 12 12 39 114 671 323 109 455 0.72 23.9 89.72 11.0 72 BW Bhattori 6.9 4700 1405 3135 411 3.13 170 239 0 280 736 946 349 0 4.8 38.99 -23.5 73 TW Gopalkhed 6.8 4630 1015 2786 561 10 155 153 0 260 1217 154 276 0 7.6 54.82 -16.0 74 TW Deulgaon 6.9 3150 301 1578 563 3 27 57 0 500 586 87 202 0 14.1 80.32 2.2 75 TW Umri 7.4 2700 234 1161 531 1.66 9 51 0 830 370 20 99 0 15.1 83.15 8.9 76 TW Vallaghanagar 7.6 3960 533 2100 684 13.1 54 97 0 520 666 18 660 0 12.9 73.82 -2.1 77 TW Hatta 8.1 2400 170 1365 466 1 32 22 0 988 149 12 187 0.77 15.5 85.61 12.8 78 TW Manatri 8.2 2050 145 1135 400 2.5 16 25 0 952 120 73 23 1.07 14.6 85.94 12.8 79 TW Umri 9 1410 75 807 289 0.4 8 13 90 415 103 85 9 2.56 14.7 89.54 8.3
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Annexure VI: Location of proposed Percolation tanks in Akola district SN Village Block X Y Structure 1 Babhulgaon Akola 77.0918 20.6965 Percolation tank 2 Babhulgaon Akola 77.1005 20.6927 Percolation tank 3 Babhulgaon Akola 77.0922 20.7122 Percolation tank 4 Bhaurad Akola 76.9596 20.7375 Percolation tank 5 Bhaurad Akola 76.9665 20.7213 Percolation tank 6 Borgaon Vairale Akola 76.9347 20.8813 Percolation tank 7 Dhaga Akola 77.2249 20.6868 Percolation tank 8 Dhapshi Akola 76.9578 20.5697 Percolation tank 9 Goregaon Kh Akola 76.9547 20.6199 Percolation tank 10 Hingna Barling Akola 76.9801 20.6251 Percolation tank 11 Jawala Bk Akola 77.2373 20.6577 Percolation tank 12 Kanshiwani Akola 77.2147 20.62 Percolation tank 13 Kanshiwani Akola 77.1975 20.6134 Percolation tank 14 Kapashi Talav Akola 76.9702 20.5813 Percolation tank 15 Kaulkhed Akola 77.2581 20.7843 Percolation tank 16 Kaulkhed Akola 77.2628 20.7722 Percolation tank 17 Khadki Bk Akola 77.0326 20.6543 Percolation tank 18 Kumbhari Akola 77.0798 20.6754 Percolation tank 19 Lakhanwada Akola 76.9723 20.6093 Percolation tank 20 Loni Akola 76.9567 20.6664 Percolation tank 21 Mazod Akola 76.9561 20.581 Percolation tank 22 Morgaon Bhakare Akola 76.9116 20.7541 Percolation tank 23 Nandapur Akola 77.2134 20.6627 Percolation tank 24 Nimbi Akola 76.9743 20.628 Percolation tank 25 Pailpada Akola 77.2448 20.7078 Percolation tank 26 Palaso Bk Akola 77.2379 20.7832 Percolation tank 27 Palaso Bk Akola 77.2337 20.7639 Percolation tank 28 Sangavi Bk Akola 76.9952 20.7905 Percolation tank 29 Shivapur Akola 77.0355 20.6499 Percolation tank 30 Sisaudegaon Akola 77.1103 20.6806 Percolation tank 31 Somthana Akola 77.0058 20.6629 Percolation tank 32 Sonala Akola 77.1709 20.6523 Percolation tank 33 Umari Pr. Balapur Akola 77.0323 20.7019 Percolation tank 34 Umerkhed Akola 77.0237 20.7278 Percolation tank 35 Wairat Rajapur Akola 76.9809 20.8764 Percolation tank 36 Adgaon Bk. Akot 76.9638 21.1311 Percolation tank 37 Adgaon Bk. Akot 76.9547 21.1397 Percolation tank 38 Adgaon Bk. Akot 76.9529 21.1491 Percolation tank 39 Adgaon Kh Akot 76.9696 21.1199 Percolation tank 40 Akot Akot 77.0541 21.1001 Percolation tank 41 Akot Akot 77.0642 21.1163 Percolation tank 42 Ambadi Akot 77.1184 21.1822 Percolation tank 43 Bochara Akot 77.1455 21.1515 Percolation tank 44 Daudpur Akot 76.9853 21.1254 Percolation tank 45 Deori Akot 76.9976 21.0136 Percolation tank 46 Deori Akot 77.0416 20.9942 Percolation tank 47 Deori Akot 77.0367 20.9992 Percolation tank CGWB, CR, Nagpur 125
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SN Village Block X Y Structure 48 Dhamangaon Akot 77.1839 21.1212 Percolation tank 49 Diwthana Akot 77.126 21.1428 Percolation tank 50 Gyajuddin Nagar Akot 76.9914 21.1212 Percolation tank 51 Jaulkhed Kh. Akot 77.0951 20.9062 Percolation tank 52 Kutasa Akot 77.0978 20.9673 Percolation tank 53 Kutasa Akot 77.1176 20.9488 Percolation tank 54 Mahagaon Akot 77.1516 21.1825 Percolation tank 55 Miyache Khede Akot 77.0387 21.0766 Percolation tank 56 Mundgaon Akot 76.9959 21.0711 Percolation tank 57 Panaj Akot 77.1482 21.1446 Percolation tank 58 Pathardi Akot 76.9667 21.015 Percolation tank 59 Patonda Akot 77.0932 20.9227 Percolation tank 60 Patonda Akot 77.0898 20.9292 Percolation tank 61 Rampur Akot 77.0903 21.1145 Percolation tank 62 Rel Akot 77.0831 20.9484 Percolation tank 63 Sukali Akot 77.0623 21.1631 Percolation tank 64 Sukali Akot 77.0534 21.1446 Percolation tank 65 Sultanpur Akot 76.9996 21.0537 Percolation tank 66 Umara Akot 77.0078 21.1523 Percolation tank 67 Wadali Deshmukh Akot 77.153 21.1212 Percolation tank 68 Wadali Deshmukh Akot 77.1593 21.1064 Percolation tank 69 Wadali Deshmukh Akot 77.1709 21.1037 Percolation tank 70 Wai Akot 77.112 21.1356 Percolation tank 71 Warula Akot 77.0391 21.051 Percolation tank 72 Warula Akot 77.0401 21.0424 Percolation tank 73 Wasali Nagapur Akot 77.0449 21.1473 Percolation tank 74 Andara Balapur 76.8751 20.8613 Percolation tank 75 Bhortek Balapur 76.7636 20.8722 Percolation tank 76 Gaigaon Balapur 76.9299 20.7078 Percolation tank 77 Hatrun Balapur 76.8742 20.8473 Percolation tank 78 Hatrun Balapur 76.8857 20.8461 Percolation tank 79 Hatrun Balapur 76.879 20.8312 Percolation tank 80 Jogalkhed Balapur 76.8293 20.7445 Percolation tank 81 Kanheri Balapur 76.831 20.6468 Percolation tank 82 Kawatha Balapur 76.7643 20.8463 Percolation tank 83 Khandala Balapur 76.8843 20.7745 Percolation tank 84 Khirpuri Kh. Balapur 76.9341 20.6571 Percolation tank 85 Lohara Balapur 76.7654 20.8325 Percolation tank 86 Lohara Balapur 76.7711 20.8386 Percolation tank 87 Lohara Balapur 76.7695 20.8298 Percolation tank 88 Mandoli Balapur 76.802 20.6901 Percolation tank 89 Morgaon Sadijan Balapur 76.8379 20.7937 Percolation tank 90 Morzadi Balapur 76.8599 20.806 Percolation tank 91 Nimbi Balapur 76.7575 20.8662 Percolation tank 92 Paras Balapur 76.8275 20.7313 Percolation tank 93 Songiri Balapur 76.8033 20.7618 Percolation tank 94 Swarupkhed Balapur 76.7192 20.9115 Percolation tank 95 Takali Khojbad Balapur 76.8169 20.7855 Percolation tank CGWB, CR, Nagpur 126
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SN Village Block X Y Structure 96 Takali Khojbad Balapur 76.8231 20.7774 Percolation tank 97 Takali Khojbad Balapur 76.8365 20.7735 Percolation tank 98 Vyalla Balapur 76.9059 20.6969 Percolation tank 99 Zural Kh. Balapur 76.8258 20.8004 Percolation tank 100 Alanda Barshitakli 77.068 20.6216 Percolation tank 101 Anjani Mahala Barshitakli 77.1654 20.5713 Percolation tank 102 Barshi Takali Barshitakli 77.0834 20.5956 Percolation tank 103 Barshi Takali Barshitakli 77.0984 20.5717 Percolation tank 104 Isapur Barshitakli 77.2129 20.5837 Percolation tank 105 Kanheri Barshitakli 77.0566 20.6232 Percolation tank 106 Katkheda Barshitakli 77.0984 20.6443 Percolation tank 107 Mangrul Barshitakli 77.0702 20.523 Percolation tank 108 Mozari Kh. Barshitakli 77.2997 20.5601 Percolation tank 109 Nimbhara Barshitakli 77.1583 20.5193 Percolation tank 110 Nimbi Kh. Barshitakli 77.2143 20.5622 Percolation tank 111 Paranda Barshitakli 77.1416 20.6191 Percolation tank 112 Pardi Barshitakli 77.2297 20.6026 Percolation tank 113 Pimpalkuta Barshitakli 77.1006 20.6056 Percolation tank 114 Pinjar Barshitakli 77.2684 20.5465 Percolation tank 115 Rajanda Barshitakli 77.016 20.5416 Percolation tank 116 Sukali Barshitakli 77.0244 20.5997 Percolation tank 117 Sukali Barshitakli 77.0425 20.5874 Percolation tank 118 Wadala Barshitakli 77.1002 20.5791 Percolation tank 119 Wankhedpur Barshitakli 77.0671 20.5622 Percolation tank 120 Wizora Barshitakli 77.1447 20.6397 Percolation tank 121 Bapori Murtijapur 77.5213 20.8218 Percolation tank 122 Bapori Murtijapur 77.5274 20.8185 Percolation tank 123 Bramhi Kh. Murtijapur 77.4332 20.7625 Percolation tank 124 Chikhali Murtijapur 77.3402 20.7213 Percolation tank 125 Durgwada Murtijapur 77.4107 20.8284 Percolation tank 126 Durgwada Murtijapur 77.4054 20.8259 Percolation tank 127 Handaj Murtijapur 77.4129 20.7213 Percolation tank 128 Kadwi Murtijapur 77.316 20.7394 Percolation tank 129 Kadwi Murtijapur 77.3103 20.7238 Percolation tank 130 Kanzara Murtijapur 77.3597 20.6501 Percolation tank 131 Khodad Murtijapur 77.5565 20.8082 Percolation tank 132 Khudavantpur Murtijapur 77.364 20.8082 Percolation tank 133 Kurum Murtijapur 77.5799 20.7699 Percolation tank 134 Lakhpuri Murtijapur 77.3667 20.8119 Percolation tank 135 Lonsana Murtijapur 77.4781 20.8461 Percolation tank 136 Mana Murtijapur 77.4851 20.7501 Percolation tank 137 Nawasal Murtijapur 77.5495 20.753 Percolation tank 138 Pingala Murtijapur 77.4662 20.8535 Percolation tank 139 Pohi Murtijapur 77.5081 20.7921 Percolation tank 140 Repatkhed Murtijapur 77.3535 20.7823 Percolation tank 141 Sanjapur Murtijapur 77.3971 20.7538 Percolation tank 142 Tipatala Murtijapur 77.4261 20.7901 Percolation tank 143 Babhulgaon Patur 76.8799 20.5117 Percolation tank CGWB, CR, Nagpur 127
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
SN Village Block X Y Structure 144 Bhandaraj Kh. Patur 76.907 20.5109 Percolation tank 145 Chatari Patur 76.7916 20.4897 Percolation tank 146 Hingana Wadegaon Patur 76.8676 20.5497 Percolation tank 147 Sasti Patur 76.8506 20.5132 Percolation tank 148 Sasti Patur 76.8335 20.5235 Percolation tank 149 Shirpur Patur 76.7555 20.4818 Percolation tank 150 Sukali Patur 76.8145 20.4752 Percolation tank 151 Tulanga Bk. Patur 76.805 20.5297 Percolation tank 152 Wahala Bk. Patur 76.7308 20.5062 Percolation tank 153 Adgaon Bk. Telhara 76.9395 21.1229 Percolation tank 154 Bhamberi Telhara 76.9045 20.9855 Percolation tank 155 Hingani Bk. Telhara 76.8492 21.1065 Percolation tank 156 Hingani Kh. Telhara 76.8369 21.1133 Percolation tank 157 Hiwarkhed Telhara 76.8649 21.1349 Percolation tank 158 Hiwarkhed Telhara 76.8439 21.1378 Percolation tank 159 Hiwarkhed Telhara 76.8445 21.1373 Percolation tank 160 Kalamkhed Telhara 76.9161 21.1012 Percolation tank 161 Khandala Telhara 76.903 21.1489 Percolation tank 162 Malegaon Bazar Telhara 76.8036 21.0517 Percolation tank 163 Malegaon Pr.adgaon Telhara 76.946 21.1161 Percolation tank 164 Malthana Bk. Telhara 76.9214 21.1141 Percolation tank 165 Malthana Kh. Telhara 76.9204 21.1337 Percolation tank 166 Manabda Telhara 76.9228 21.0152 Percolation tank 167 Manatri Bk Telhara 76.8635 20.9355 Percolation tank 168 Nimbhora Bk. Telhara 76.8321 20.9463 Percolation tank 169 Raikhed Telhara 76.8113 21.0665 Percolation tank 170 Saundala Telhara 76.8264 21.1323 Percolation tank 171 Sheri Pr.wadner Telhara 76.8017 21.0184 Percolation tank 172 Sonwadi Telhara 76.8351 21.1206 Percolation tank 173 Talegaon Bk. Telhara 76.8919 21.1048 Percolation tank 174 Telhara Telhara 76.8321 21.0436 Percolation tank
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Annexure VII: Location of proposed check dam in Akola district SN Village Block X Y Structure 1 Akola Akola 77.0233 20.6701 Check dam 2 Akola Akola 77.0286 20.7111 Check dam 3 Akola Akola 77.0268 20.705 Check dam 4 Chikhalgaon Akola 76.9517 20.5285 Check dam 5 Chikhalgaon Akola 76.9495 20.5458 Check dam 6 Dhaga Akola 77.2255 20.6882 Check dam 7 Goregaon Bk Akola 76.9207 20.6006 Check dam 8 Goregaon Bk Akola 76.9189 20.6033 Check dam 9 Goregaon Bk Akola 76.9238 20.6081 Check dam 10 Goregaon Kh Akola 76.9403 20.601 Check dam 11 Kapashi Talav Akola 76.9704 20.5998 Check dam 12 Khadki Bk Akola 77.0364 20.6554 Check dam 13 Kumbhari Akola 77.0837 20.6874 Check dam 14 Kumbhari Akola 77.0894 20.6862 Check dam 15 Kumbhari Akola 77.0792 20.674 Check dam 16 Mazod Akola 76.9319 20.5579 Check dam 17 Mazod Akola 76.9357 20.5614 Check dam 18 Mazod Akola 76.9376 20.5693 Check dam 19 Mazod Akola 76.931 20.5505 Check dam 20 Mazod Akola 76.9592 20.5643 Check dam 21 Mazod Akola 76.9473 20.5812 Check dam 22 Shivapur Akola 77.0467 20.6493 Check dam 23 Sonala Akola 77.1572 20.6545 Check dam 24 Umari Pr. Balapur Akola 77.0374 20.6945 Check dam 25 Yeota Akola 77.0827 20.6559 Check dam 26 Batwadi Bk. Balapur 76.8136 20.627 Check dam 27 Bhikundkhed Balapur 76.8075 20.6871 Check dam 28 Degaon Balapur 76.8423 20.6185 Check dam 29 Kanheri Balapur 76.8346 20.6517 Check dam 30 Kanheri Balapur 76.8416 20.6591 Check dam 31 Manaki Balapur 76.8511 20.6461 Check dam 32 Manaki Balapur 76.8542 20.6383 Check dam 33 Morgaon Sadijan Balapur 76.8401 20.7898 Check dam 34 Morzadi Balapur 76.8674 20.8129 Check dam 35 Nimkarda Balapur 76.8665 20.7407 Check dam 36 Paras Balapur 76.8379 20.7234 Check dam 37 Paras Balapur 76.8506 20.7176 Check dam 38 Paras Balapur 76.8273 20.7094 Check dam 39 Paras Balapur 76.8387 20.6966 Check dam 40 Paras Balapur 76.8409 20.7152 Check dam 41 Sangwi Jomdeo Balapur 76.8359 20.622 Check dam 42 Shelad Balapur 76.8176 20.6818 Check dam 43 Takali Khureshi Balapur 76.8982 20.6412 Check dam 44 Wadegaon Balapur 76.8656 20.5787 Check dam 45 Atkali Barshitakli 77.2114 20.4852 Check dam 46 Bharatpur Barshitakli 77.12 20.581 Check dam 47 Bhendgaon Barshitakli 77.2292 20.5158 Check dam CGWB, CR, Nagpur 129
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
SN Village Block X Y Structure 48 Chelaka Barshitakli 77.0246 20.4545 Check dam 49 Chinchkhed Kh. Barshitakli 77.1552 20.4871 Check dam 50 Chincholi Devdari Barshitakli 77.131 20.437 Check dam 51 Dauchaka Barshitakli 77.1753 20.5125 Check dam 52 Dauchaka Barshitakli 77.1726 20.5203 Check dam 53 Davdari Barshitakli 77.1455 20.4234 Check dam 54 Dhaba Barshitakli 77.0726 20.4696 Check dam 55 Dhaba Barshitakli 77.0753 20.4774 Check dam 56 Dharagiri Barshitakli 77.3151 20.5438 Check dam 57 Jambharun Barshitakli 77.1394 20.471 Check dam 58 Jambvasu Barshitakli 77.0561 20.4159 Check dam 59 Januna Barshitakli 77.0372 20.4782 Check dam 60 Kanheri Barshitakli 77.0592 20.6131 Check dam 61 Kardu Barshitakli 77.2352 20.5376 Check dam 62 Khadaki N.v. Barshitakli 77.0691 20.4595 Check dam 63 Kherda Bk Barshitakli 77.2094 20.5473 Check dam 64 Kothali Kh. Barshitakli 77.1266 20.4529 Check dam 65 Kothali Kh. Barshitakli 77.1354 20.4621 Check dam 66 Lohgad Barshitakli 77.083 20.4778 Check dam 67 Mahagaon Barshitakli 77.2491 20.51 Check dam 68 Mahan Barshitakli 77.1704 20.4902 Check dam 69 Mahan Barshitakli 77.1713 20.5028 Check dam 70 Mandoli Barshitakli 77.0561 20.4093 Check dam 71 Mangrul Barshitakli 77.0616 20.5232 Check dam 72 Mozari Kh. Barshitakli 77.3019 20.5558 Check dam 73 Nihida Barshitakli 77.2759 20.4782 Check dam 74 Nimbi Barshitakli 77.0341 20.458 Check dam 75 Nimbi Barshitakli 77.0493 20.4576 Check dam 76 Patkhed Barshitakli 77.0295 20.5296 Check dam 77 Pimpalkuta Barshitakli 77.0962 20.6049 Check dam 78 Pinjar Barshitakli 77.2742 20.522 Check dam 79 Punoti Bk. Barshitakli 77.0704 20.4995 Check dam 80 Punoti Bk. Barshitakli 77.081 20.5092 Check dam 81 Rajanda Barshitakli 77.0196 20.5352 Check dam 82 Sakani Barshitakli 77.077 20.4881 Check dam 83 Sarkinhi Barshitakli 77.198 20.4661 Check dam 84 Sarkinhi Barshitakli 77.205 20.4778 Check dam 85 Satali Barshitakli 77.1462 20.478 Check dam 86 Saykhed Barshitakli 77.0887 20.4625 Check dam 87 Saykhed Barshitakli 77.0927 20.4502 Check dam 88 Sayyadpur Barshitakli 77.1094 20.4956 Check dam 89 Shelgaon Barshitakli 77.0255 20.4809 Check dam 90 Shelgaon Barshitakli 77.0136 20.4844 Check dam 91 Shelgaon Barshitakli 77.0136 20.4805 Check dam 92 Shindkhed Barshitakli 77.0345 20.5727 Check dam 93 Songiri Barshitakli 77.0647 20.5409 Check dam 94 Sukali Barshitakli 77.0301 20.5863 Check dam 95 Titawa Barshitakli 77.1235 20.4824 Check dam CGWB, CR, Nagpur 130
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
SN Village Block X Y Structure 96 Titawa Barshitakli 77.1264 20.4929 Check dam 97 Tiwasa Bk. Barshitakli 77.111 20.516 Check dam 98 Tiwasa Kh. Barshitakli 77.1066 20.5059 Check dam 99 Tiwasa Kh. Barshitakli 77.1246 20.511 Check dam 100 Umardari Barshitakli 77.268 20.4947 Check dam 101 Umardari Barshitakli 77.2852 20.4836 Check dam 102 Wadala Barshitakli 77.109 20.5772 Check dam 103 Wai Barshitakli 77.1629 20.4729 Check dam 104 Wastapur Barshitakli 77.1792 20.4749 Check dam 105 Zodga Barshitakli 77.194 20.464 Check dam 106 Anbhora Murtijapur 77.3142 20.7119 Check dam 107 Anbhora Murtijapur 77.32 20.701 Check dam 108 Bapori Murtijapur 77.5411 20.8308 Check dam 109 Bhagora Murtijapur 77.3142 20.6892 Check dam 110 Borta Murtijapur 77.4627 20.8081 Check dam 111 Chikhali Murtijapur 77.3305 20.7298 Check dam 112 Dhanora Waidhya Murtijapur 77.3323 20.6767 Check dam 113 Gunjwada Murtijapur 77.4526 20.8168 Check dam 114 Hatgaon Murtijapur 77.3768 20.6909 Check dam 115 Hatgaon Murtijapur 77.4072 20.7148 Check dam 116 Hatgaon Murtijapur 77.3975 20.6971 Check dam 117 Hatgaon Murtijapur 77.3957 20.7125 Check dam 118 Hayatpur Murtijapur 77.5975 20.7311 Check dam 119 Hirpur Murtijapur 77.4085 20.7737 Check dam 120 Hirpur Murtijapur 77.4059 20.764 Check dam 121 Hirpur Murtijapur 77.3949 20.7892 Check dam 122 Jamthi Bk. Murtijapur 77.4829 20.7377 Check dam 123 Jamthi Bk. Murtijapur 77.4856 20.7278 Check dam 124 Jamthi Bk. Murtijapur 77.4922 20.7162 Check dam 125 Jamthi Bk. Murtijapur 77.497 20.7117 Check dam 126 Jamthi Kh. Murtijapur 77.5415 20.7321 Check dam 127 Jamthi Kh. Murtijapur 77.5336 20.7171 Check dam 128 Kandi Murtijapur 77.3297 20.6101 Check dam 129 Kandi Murtijapur 77.3393 20.5974 Check dam 130 Kanzara Murtijapur 77.3605 20.653 Check dam 131 Kanzara Murtijapur 77.3627 20.6682 Check dam 132 Kaswi Murtijapur 77.3411 20.7123 Check dam 133 Kautha Sopinath Murtijapur 77.549 20.735 Check dam 134 Khaparwada Murtijapur 77.4235 20.8213 Check dam 135 Kharbadi Murtijapur 77.4283 20.7327 Check dam 136 Khodad Murtijapur 77.5622 20.8024 Check dam 137 Kinkhed Murtijapur 77.4015 20.6414 Check dam 138 Kinkhed Murtijapur 77.3953 20.6443 Check dam 139 Lakhpuri Murtijapur 77.379 20.8001 Check dam 140 Moharkhed Murtijapur 77.3574 20.6373 Check dam 141 Pohi Murtijapur 77.5089 20.7894 Check dam 142 Rajnapur Khinkhini Murtijapur 77.5746 20.7356 Check dam 143 Rajnapur Khinkhini Murtijapur 77.5763 20.7228 Check dam CGWB, CR, Nagpur 131
Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
SN Village Block X Y Structure 144 Rajura Ghate Murtijapur 77.3869 20.6031 Check dam 145 Rajura Ghate Murtijapur 77.3971 20.6134 Check dam 146 Rajura Ghate Murtijapur 77.4037 20.6225 Check dam 147 Rasulapur Murtijapur 77.4896 20.7447 Check dam 148 Repatkhed Murtijapur 77.3534 20.7852 Check dam 149 Shelu Bajar Murtijapur 77.4865 20.8473 Check dam 150 Shend Murtijapur 77.3054 20.6256 Check dam 151 Sirso Murtijapur 77.3658 20.7646 Check dam 152 Sirso Murtijapur 77.3605 20.7776 Check dam 153 Sonori Murtijapur 77.346 20.7181 Check dam 154 Wadgaon Kurum Murtijapur 77.5922 20.7348 Check dam 155 Wadgaon Kurum Murtijapur 77.5847 20.748 Check dam 156 Adgaon Kh. Patur 76.7145 20.4595 Check dam 157 Channi Patur 76.77 20.4694 Check dam 158 Gawandgaon Patur 76.7835 20.4145 Check dam 159 Golegaon Patur 76.8218 20.4174 Check dam 160 Golegaon Patur 76.8185 20.4081 Check dam 161 Hiwara Patur 76.7542 20.449 Check dam 162 Malsoor Patur 76.7731 20.4298 Check dam 163 Malsoor Patur 76.7828 20.431 Check dam 164 Pangara Patur 76.7412 20.4378 Check dam 165 Pangara Patur 76.7462 20.4273 Check dam 166 Patsingi Patur 76.7852 20.3864 Check dam 167 Patsingi Patur 76.7762 20.3904 Check dam 168 Pimpal Khuta Patur 76.7379 20.4704 Check dam 169 Pimpal Khuta Patur 76.7266 20.4772 Check dam 170 Pimpardoli Patur 76.8141 20.3753 Check dam 171 Saywani Patur 76.7901 20.4436 Check dam 172 Sukali Patur 76.8114 20.4681 Check dam 173 Umara Patur 76.7304 20.4327 Check dam 174 Warungaon Patur 76.8255 20.4454 Check dam 175 Zarandi Patur 76.7579 20.3736 Check dam 176 Badkhed Telhara 76.7944 21.1725 Check dam 177 Borha Telhara 76.901 21.1877 Check dam 178 Chandanpur Telhara 76.886 21.1859 Check dam 179 Chinchari Telhara 76.8719 21.185 Check dam 180 Diwanzari Telhara 76.8635 21.1831 Check dam 181 Moypani Telhara 76.8147 21.1772 Check dam 182 Moypani Telhara 76.8231 21.1777 Check dam 183 Wari Bhairaogad Telhara 76.778 21.17 Check dam 184 Wari Bhairaogad Telhara 76.781 21.1744 Check dam 185 Zari Telhara 76.8462 21.1803 Check dam
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
Annexure VIII: Location of proposed Site for Recharge Shaft tanks in Akola district SN Village Block X Y Structure 1 Akkalkot Akola 76.9573 20.7101 Recharge Shaft 2 Akola Akola 76.9974 20.6949 Recharge Shaft 3 Akola Akola 76.9934 20.7064 Recharge Shaft 4 Akoli Bk. Akola 77.0045 20.6833 Recharge Shaft 5 Amanatpur Akola 76.9648 20.7447 Recharge Shaft 6 Ambikapur Akola 77.1512 20.8247 Recharge Shaft 7 Babhulgaon Akola 77.0948 20.701 Recharge Shaft 8 Bhaurad Akola 76.9657 20.7212 Recharge Shaft 9 Bhaurad Akola 76.9599 20.7365 Recharge Shaft 10 Borgaon Vairale Akola 76.9339 20.8812 Recharge Shaft 11 Chandur Akola 77.0159 20.6547 Recharge Shaft 12 Chandur Akola 77.0155 20.6353 Recharge Shaft 13 Hingna Barling Akola 76.9754 20.6287 Recharge Shaft 14 Kalambeshwar Akola 76.9727 20.6404 Recharge Shaft 15 Kaulkhed Akola 77.2579 20.7827 Recharge Shaft 16 Khadki Takali Akola 76.9899 20.7724 Recharge Shaft 17 Kharab Kh Akola 76.9688 20.6524 Recharge Shaft 18 Kharab Kh Akola 76.9644 20.6606 Recharge Shaft 19 Loni Akola 76.9573 20.6751 Recharge Shaft 20 Morgaon Bhakare Akola 76.911 20.7522 Recharge Shaft 21 Pailpada Akola 77.2513 20.7122 Recharge Shaft 22 Pailpada Akola 77.2451 20.7056 Recharge Shaft 23 Palaso Bk Akola 77.2368 20.7806 Recharge Shaft 24 Sangavi Bk Akola 76.9908 20.8309 Recharge Shaft 25 Sangavi Bk Akola 76.9921 20.7996 Recharge Shaft 26 Shahanwajpur Akola 76.9895 20.7151 Recharge Shaft 27 Somthana Akola 77.0067 20.6639 Recharge Shaft 28 Sukoda Akola 76.9943 20.7649 Recharge Shaft 29 Takali Jalam Akola 76.9917 20.7398 Recharge Shaft 30 Takali Jalam Akola 76.9917 20.7517 Recharge Shaft 31 Takoda Akola 76.9688 20.7563 Recharge Shaft 32 Tankhed Akola 77.2548 20.7274 Recharge Shaft 33 Ugwa Akola 76.9952 20.8177 Recharge Shaft 34 Wadad Kh Akola 77.1398 20.8309 Recharge Shaft 35 Wairat Rajapur Akola 76.9793 20.8746 Recharge Shaft 36 Wakapur Akola 76.9873 20.7241 Recharge Shaft 37 Adgaon Kh Akot 76.9857 21.1105 Recharge Shaft 38 Akot Akot 77.053 21.0996 Recharge Shaft 39 Akot Akot 77.0446 21.1169 Recharge Shaft 40 Belura Akot 76.9897 21.137 Recharge Shaft 41 Daudpur Akot 76.9868 21.1224 Recharge Shaft 42 Diwthana Akot 77.1266 21.1426 Recharge Shaft 43 Jogban Akot 77.0292 21.1099 Recharge Shaft 44 Khanapur Akot 77.0272 21.0926 Recharge Shaft 45 Lakhamapur Akot 77.045 21.1296 Recharge Shaft 46 Mundgaon Akot 76.9963 21.071 Recharge Shaft 47 Nehori Kh. Akot 76.9838 21.1019 Recharge Shaft 48 Rampur Akot 77.0902 21.1142 Recharge Shaft 49 Sukali Akot 77.0536 21.1444 Recharge Shaft 50 Umara Akot 77.0087 21.1525 Recharge Shaft 51 Wai Akot 77.1133 21.1358 Recharge Shaft 52 Bhortek Balapur 76.7647 20.8725 Recharge Shaft
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
SN Village Block X Y Structure 53 Gaigaon Balapur 76.9273 20.7065 Recharge Shaft 54 Hatrun Balapur 76.878 20.8317 Recharge Shaft 55 Kalanbi Mahagaon Balapur 76.8096 20.7769 Recharge Shaft 56 Khandala Balapur 76.8837 20.774 Recharge Shaft 57 Khirpuri Bk. Balapur 76.9194 20.6492 Recharge Shaft 58 Khirpuri Kh. Balapur 76.9344 20.6562 Recharge Shaft 59 Lohara Balapur 76.7709 20.8408 Recharge Shaft 60 Lohara Balapur 76.7649 20.8327 Recharge Shaft 61 Ridhora Balapur 76.9441 20.6962 Recharge Shaft 62 Ridhora Balapur 76.9247 20.6896 Recharge Shaft 63 Ridhora Balapur 76.9145 20.6888 Recharge Shaft 64 Songiri Balapur 76.8039 20.7605 Recharge Shaft 65 Swarupkhed Balapur 76.721 20.9109 Recharge Shaft 66 Takali Khojbad Balapur 76.8171 20.786 Recharge Shaft 67 Ural Kh. Balapur 76.8288 20.8137 Recharge Shaft 68 Vyalla Balapur 76.9071 20.6987 Recharge Shaft 69 Vyalla Balapur 76.896 20.6801 Recharge Shaft 70 Zural Kh. Balapur 76.8246 20.8004 Recharge Shaft 71 Zural Kh. Balapur 76.8271 20.8063 Recharge Shaft 72 Bapori Murtijapur 77.5203 20.8206 Recharge Shaft 73 Bapori Murtijapur 77.5251 20.8189 Recharge Shaft 74 Borta Murtijapur 77.4696 20.821 Recharge Shaft 75 Borta Murtijapur 77.4784 20.8111 Recharge Shaft 76 Durgwada Murtijapur 77.4052 20.8243 Recharge Shaft 77 Durgwada Murtijapur 77.4092 20.8284 Recharge Shaft 78 Jitapur Murtijapur 77.336 20.7707 Recharge Shaft 79 Khodad Murtijapur 77.5542 20.7901 Recharge Shaft 80 Khudavantpur Murtijapur 77.3638 20.807 Recharge Shaft 81 Lakhpuri Murtijapur 77.3664 20.8128 Recharge Shaft 82 Langhapur Murtijapur 77.4771 20.7872 Recharge Shaft 83 Lonsana Murtijapur 77.4762 20.8453 Recharge Shaft 84 Mandura Murtijapur 77.5428 20.7901 Recharge Shaft 85 Pingala Murtijapur 77.4678 20.8519 Recharge Shaft 86 Pohi Murtijapur 77.4956 20.7959 Recharge Shaft 87 Pohi Murtijapur 77.5071 20.7934 Recharge Shaft 88 Salatwada Murtijapur 77.3193 20.7493 Recharge Shaft 89 Sonori (bopari) Murtijapur 77.5194 20.7967 Recharge Shaft 90 Takwada. Murtijapur 77.4471 20.8259 Recharge Shaft 91 Umai Murtijapur 77.3281 20.7612 Recharge Shaft 92 Changefal Patur 76.7596 20.4806 Recharge Shaft 93 Channi Patur 76.7666 20.4738 Recharge Shaft 94 Khetri Patur 76.7662 20.4814 Recharge Shaft 95 Khetri Patur 76.7647 20.4878 Recharge Shaft 96 Khetri Patur 76.7629 20.4928 Recharge Shaft 97 Khetri Patur 76.762 20.502 Recharge Shaft 98 Pimpal Khuta Patur 76.745 20.4905 Recharge Shaft 99 Takali Khetri Patur 76.7649 20.5076 Recharge Shaft 100 Akoli Ruprao Telhara 76.9031 21.0817 Recharge Shaft 101 Belkhed Telhara 76.8588 21.0914 Recharge Shaft 102 Belkhed Telhara 76.8702 21.0729 Recharge Shaft 103 Dahigaon Telhara 76.8711 20.9973 Recharge Shaft 104 Gadegaon Telhara 76.8698 21.0306 Recharge Shaft 105 Hingani Bk. Telhara 76.8493 21.1066 Recharge Shaft
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Aquifer Maps and Ground Water Management Plan, Akola District, Maharashtra-2018
SN Village Block X Y Structure 106 Hiwarkhed Telhara 76.8654 21.1349 Recharge Shaft 107 Hiwarkhed Telhara 76.876 21.116 Recharge Shaft 108 Jafarapur Telhara 76.8213 20.9932 Recharge Shaft 109 Malegaon Bazar Telhara 76.8042 21.0521 Recharge Shaft 110 Malegaon Pr.adgaon Telhara 76.946 21.1125 Recharge Shaft 111 Malpura Telhara 76.9246 21.1039 Recharge Shaft 112 Malpura Telhara 76.9205 21.1142 Recharge Shaft 113 Malthana Kh. Telhara 76.9205 21.129 Recharge Shaft 114 Raikhed Telhara 76.8114 21.0669 Recharge Shaft 115 Saundala Telhara 76.8269 21.1329 Recharge Shaft 116 Sheri Pr.wadner Telhara 76.8024 21.018 Recharge Shaft 117 Sonwadi Telhara 76.8346 21.1208 Recharge Shaft 118 Talegaon Bk. Telhara 76.8916 21.1047 Recharge Shaft 119 Telhara Telhara 76.8321 21.0431 Recharge Shaft 120 Telhara Telhara 76.8658 21.0437 Recharge Shaft 121 Wakodi Telhara 76.8332 21.0174 Recharge Shaft
CGWB, CR, Nagpur 135