| Sno. | Site’s Location | DEPTH DETAILS | LOGGER'S DETAIL | DETAILS OF WATER AND MUD USED IN LOGGING | Details of major aquifer formations explored from interpretation of Geophysical Logs | Recommendation |
DETAIL OF STRAINER LOWERED | Officer who accepted the Report | UPLOAD LOGGING GRAPH (pdf) | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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| DISTRICT | TEHSIL | BLOCK | VILLAGE | Latitude | longitude | DATE (DD-MM-YYYY) | TIME (24 hr FORMAT) | DRILLING DEPTH (in mt), as reported by driller | LOGGING DEPTH (in mt) | Name of Person who Performed Logging | Designation of Person who Performed Logging | TYPE OF LOGGER USED (MAKE) | TYPE OF LOG'S USED (PROBES USED) | RESISTIVITY OF WATER (IN OHM-M) | RESISTIVITY OF MUD (IN OHM-M) | Zone 1 | Zone 2 | Zone 3 | Zone 4 | Zone 5 | Zone 6 | Zone 7 | Zone 8 | Remark | STRAINER 01 | STRAINER 02 | STRAINER 03 | Name | Designation | |||||||||||||||||||||||||||||||||||||
| Depth Range (in m, below ground level) | Thickness (in m) | Types of Strata (Lithology) | Quality of Strata (Good/ Marginal/ Poor) | Expected Quality of Water of Aquifer (Good/ Marginal/ Poor/ Saline) | Depth Range (in m, below ground level) | Thickness (in m) | Types of Strata (Lithology) | Quality of Strata (Good/ Marginal/ Poor) | Expected Quality of Water of Aquifer (Good/ Marginal/ Poor/ Saline) | Depth Range (in m, below ground level) | Thickness (in m) | Types of Strata (Lithology) | Quality of Strata (Good/ Marginal/ Poor) | Expected Quality of Water of Aquifer (Good/ Marginal/ Poor/ Saline) | Depth Range (in m, below ground level) | Thickness (in m) | Types of Strata (Lithology) | Quality of Strata (Good/ Marginal/ Poor) | Expected Quality of Water of Aquifer (Good/ Marginal/ Poor/ Saline) | Depth Range (in m, below ground level) | Thickness (in m) | Types of Strata (Lithology) | Quality of Strata (Good/ Marginal/ Poor) | Expected Quality of Water of Aquifer (Good/ Marginal/ Poor/ Saline) | Depth Range (in m, below ground level) | Thickness (in m) | Types of Strata (Lithology) | Quality of Strata (Good/ Marginal/ Poor) | Expected Quality of Water of Aquifer (Good/ Marginal/ Poor/ Saline) | Depth Range (in m, below ground level) | Thickness (in m) | Types of Strata (Lithology) | Quality of Strata (Good/ Marginal/ Poor) | Expected Quality of Water of Aquifer (Good/ Marginal/ Poor/ Saline) | Depth Range (in m, below ground level) | Thickness (in m) | Types of Strata (Lithology) | Quality of Strata (Good/ Marginal/ Poor) | Expected Quality of Water of Aquifer (Good/ Marginal/ Poor/ Saline) | Depth Range (in m, below ground level) | Thickness (in m) | Depth Range (in m, below ground level) | Thickness (in m) | Depth Range (in m, below ground level) | Thickness (in m) | |||||||||||||||||||||
| 1 | Ghazipur | Bhanwarkol | Aalapur | Aalapur | 25.639508 | 83.90493 | 30-09-2023 | 14:47:00 | 200.00 | 117.00 | Ground water survey Consultancy | Hydrogeologist | IGIS | DMPL-2 | 15.00 | 16.00 | 25-45 | 20.00 | Fine to Median Sand | Good | Good | 50 - 60 | 10.00 | Medium sand | Good | Good | 69 - 75 | 6.00 | Fine to medium sand | Good | Good | 78- 98 | 20.00 | Medium sand | Good | Good | 110 - 117 | 7.00 | Medium sand | Good | Good | 69-75 | 6.00 | 78-98 | 20.00 | Mr. Adarsh Verma | Executive Engineer- E&M Dept | View | ||||||||||||||||||
| 2 | Ghazipur | Bhanwarkol | Bhawar Kol | Bhawar Kol | 25.574522 | 83.855430 | 30-09-2023 | 200.00 | 188.00 | Ground water survey Consultancy | Hydrogeologist | IGIS | DMPL-2 | 8.00 | 11.00 | 0-6 | 21.00 | Clay | Good | Good | 4-46 | 21.00 | Kankad with clay | Good | Good | 46-110 | 13.00 | Very fine sand with kankad | Good | Good | 110-128 | 2.00 | Very very fine sand with kankad | Good | Good | 128-138 | 6.00 | Fine sand with kankad | Good | Good | 138-160 | 8.00 | Kankad with clay | Good | Good | 160-188 | 5.00 | Kankad with very fine sand | Good | Good | 48-69 | 21.00 | 80-93 | 13.00 | 105-108,130-136,161-169 | 8.00 | Mr. Adarsh Verma | Executive Engineer- E&M Dept | View | |||||||
| 3 | Ghazipur | Bhanwarkol | Lauwadih | Lauwadih | 25.648587 | 83.837370 | 30-09-2023 | 200.00 | 172.00 | Ground water survey Consultancy | Hydrogeologist | IGIS | DMPL-2 | 0-4 | 14.00 | Clay | Good | Good | 4-42 | 14.00 | Kankad with clay | Good | Good | 42-60 | 14.00 | Very fine sand with kankad | Good | Good | 60-72 | 14.00 | Kankad with clay | Good | Good | 72-90 | 14.00 | Very fine sand with kankad | Good | Good | 90-112 | 2.00 | very very fine sand with kankad | Good | Good | 112-172 | 10.00 | Very fine sand with kankad | Good | Good | 75-89 | 14.00 | 114-120 | 6.00 | 125-135,140-148,158-161 | 8.00 | Mr. Adarsh Verma | Executive Engineer- E&M Dept | View | |||||||||
| 4 | Ghazipur | Bhanwarkol | Murtajipur | Murtajipur | 25.639820 | 83.806761 | 19-11-2023 | 200.00 | 151.00 | Ground water survey Consultancy | Hydrogeologist | IGIS | DMPL-2 | 10-20 | 10.00 | Fine to Median Sand | Good | Good | 25-28 | 3.00 | Fine sand | Good | Good | 40-50 | 10.00 | Medium sand | Good | Good | 60-63 | 3.00 | Fine to Median Sand | Good | Good | 66-87 | 21.00 | Medium sand | Good | Good | 92-96 | 4.00 | Fine to Median Sand | Good | Good | 110-117 | 7.00 | Fine Sand | Good | Good | 132-145 | 13.00 | Fine to Median Sand | Good | Good | 1. Please ensure pre-monsoon water level before lower the well assembly 2. Predominated clay is present in depth range 99 to 104 and 120 to 130 and Clay kankar 146 Mtr bgl to till depth logged bgl. | 66-87 | 21.00 | 92-96 | 4.00 | 132-145 | 13.00 | Mr. Adarsh Verma | Executive Engineer- E&M Dept | View | |||
| 5 | Ghazipur | Deokali | Rajupur | Rajupur | 25.58346 | 83.36203 | 27-12-2023 | 330.00 | 325.00 | Earth Care Products & Services | Hydrogeologist | IGIS | DMPL-2 | 16.00 | 16.00 | 0-4 | 10.00 | Clay | Good | Good | 4-38 | 10.00 | Kankad with clay | Good | Good | 38-52 | 10.00 | Very fine sand with kankad | Good | Good | 52-124 | 15.00 | Kankad with clay | Good | Good | 124-178 | 25.00 | Kankad with Very Fine Sand | Good | Good | 178-228 | 25.00 | Kankad with clay | Good | Good | 228-252 | 20.00 | Kankad with Fine Sand | Good | Good | 252-325 | 20.00 | Kankad with Clay | Good to Modrate | Good | 1. Chiefly the stratum is composed of primarily Clay , Kankad and Sand Zones 2. Small water bearing zones (Sand ) are there 3. Water quality in sand zones is good to Moderate in zones 230 m-250 m whereas in Kankar Zones is good at 125 -140 m , 1 | 125-140 | 15.00 | 150-175 | 25.00 | Mr. Adarsh Verma | Executive Engineer- E&M Dept | View | |||
| 6 | Ghazipur | Jakhania | Matuk Pur | Matuk Pur | 25.784402 | 83.414040 | 18-01-2024 | 120.00 | 103.00 | Ground water survey Consultancy | Hydrogeologist | IGIS | DMPL-2 | 14.00 | 13.00 | 0-4 | 11.00 | Clay | Good | Good | 4-14 | 11.00 | Kankad with clay | Good | Good | 14-28 | 11.00 | Very fine sand with kankad | Good | Good | 28-36 | 3.00 | Kankad with clay | Good | Good | 36-52 | 3.00 | Kankad with Fine Sand | Moderate | Moderate | 52-58 | 3.00 | Clay | Moderate | Moderate | 58-68 | 7.00 | Very fine sand with kankad | Good | Good | 68-100 | 7.00 | Kankad with Clay | Good | Good | 1. Please ensure pre-monsoon water level before lower the well assembly 2. Clay kankar is present in depth range 27-36, 41-46, 51-59 and 68 Mtr bgl to till depth logged. | 60-67 | 7.00 | Mr. Adarsh Verma | Executive Engineer- E&M Dept | View | |||||
| 7 | Ghazipur | Jakhania | Mustfabad | Mustfabad | 30-12-2023 | 330.00 | 276.00 | Ground water survey Consultancy | Hydrogeologist | IGIS | DMPL-2 | 0-6 | 8.00 | Clay | 6-18 | 8.00 | Fine sand with kankad | 18-34 | 8.00 | Kankad with clay | 34-48 | 12.00 | Very fine sand with kankad | 48-98 | 12.00 | Kankad with clay | 98-112 | Fine sand with kankad | 112-158 | Kankad with very fine sand | 158-166 | Kankad with Clay | 1. Please ensure pre-monsoon water level before lower the well assembly 2. Clay kankar is present in depth range 17-34, 50-97Mtr bgl. 3. Quality Of Ground water is deteriorating Saline in below 98 Mtr bgl till depth logged. | 35-47 | 12.00 | Mr. Adarsh Verma | Executive Engineer- E&M Dept | View | ||||||||||||||||||||||||||||
| 8 | Ghazipur | Kasimabad | Mahuwari Khas | Mahuwari Khas | 25.823086 | 83.689007 | 23-10-2023 | 100.00 | 100.00 | Ground water survey Consultancy | Hydrogeologist | IGIS | DMPL-2 | 9.00 | 13.00 | 0-10 | 2.00 | Clay | Marginal | Good | 10-26 | 18.00 | Very very fine sand with kankad | Good | Good | 26-34 | 18.00 | Very fine sand with kankad | Good | Good | 34-50 | 7.00 | Kankad with clay | Good | Good | 50-60 | 7.00 | Kankad with Very Fine Sand | Good | Good | 60-100 | 7.00 | Kankad with clay | Good | Good | 14-32 | 18.00 | 51-58 | 7.00 | Mr. Adarsh Verma | Executive Engineer- E&M Dept | View | ||||||||||||||
| 9 | Ghazipur | Kasimabad | Shakkapur | Shambharpur Maheshpur | 04-11-2023 | 200.00 | 166.00 | Ground water survey Consultancy | Hydrogeologist | IGIS | DMPL-2 | 14.00 | 12.00 | 0-10 | 14.00 | Clay | 10-16 | 14.00 | Kankad with clay | 16-36 | 14.00 | Kankad | 36-48 | 8.00 | Kankad with clay | 48-78 | 9.00 | Very fine sand with kankad | 78-82 | 9.00 | Clay | 82-88 | 4.00 | Fine Sand with Kankad | 88-94 | 4.00 | Clay | 1.Please ensure pre-monsoon water level before lower the well assembly. 2. Quality Of Ground water is deteriorating Saline in below 95 Mtr bgl to till depth logged. 3. Predominated clay is present in depth range 78 to 82 mtr bgl. | 49-57 | 8.00 | 67-76 | 9.00 | Mr. Adarsh Verma | Executive Engineer- E&M Dept | View | |||||||||||||||||||||
| 10 | Ghazipur | Manihari | Araji Khuthan Urf Parsonia | Araji Khuthan Urf Parsonia | 25.649197 | 83.441205 | 16-10-2023 | 200.00 | 190.00 | Ground water survey Consultancy | Hydrogeologist | IGIS | DMPL-2 | 18.00 | 17.00 | 0-12 | 15.00 | Clay | 12-28 | 15.00 | Kankad with clay | 28-46 | 15.00 | Fine Sand with Kankad | 46-52 | 3.00 | Clay | 52-56 | 3.00 | very very fine sand with kankad | 56-66 | 7.00 | Clay | 66-76 | 7.00 | Very fine sand with kankad | 76-80 | 7.00 | Kankad with Clay | 1.Please ensure pre-monsoon water level before lower the well assembly 2. Quality Of Ground water is deteriorating Saline in below 80 Mtr bgl to till depth logged. | 30-45 | 15.00 | 68-75 | 7.00 | Mr. Adarsh Verma | Executive Engineer- E&M Dept | View | |||||||||||||||||||
| 11 | Ghazipur | Bhanwarkol | Trawn | Trawn | 04-10-2024 | 200.00 | 196.00 | Ground water survey Consultancy | Hydrogeologist | IGIS | DMPL-2 | 10-13 | 3.00 | Fine sand | Good | Good | 43 - 47 | 4.00 | Medium sand | Good | Good | 51- 62 | 11.00 | Medium sand | Good | Good | 67-79 | 12.00 | Medium sand | Good | Good | 81 - 86 | 5.00 | Medium sand | Good | Good | 89-95 | 6.00 | Medium sand | Good | Good | 100 -103 | 3.00 | Fine to Medium sand | Good | Good | 110 - 113 | 3.00 | Medium sand & kankar | Good | Good | 1. Please ensure pre-monsoon water level before lower the well assembly 2. Clay kankar is present in depth range 14-42, 48-50, 63-66, 87-88, 96-99, 104-109, 114-116, 121-124, 132-139, 155-159, 176-179, and 187 Mtr bgl to till depth logged. | 125-131 | 6.00 | 140-154 | 14.00 | 160-175 | 15.00 | Mr. Adarsh Verma | Executive Engineer- E&M Dept | View | |||||
| 12 | Ghazipur | Bhanwarkol | Badauli Adai | Badauli Adai | 25.557602 | 83.857178 | 10-06-2022 | 200.00 | 186.00 | GEOPHYSICAL BOREWELL LOGGING REPORT | Hydrogeologist | UPTRON | 12.00 | 12.00 | 0-30 | 6.00 | Clay | Good | Good | 30-36 | 4.00 | Very Fine Sand with Kankad | Good | Good | 36-54 | 4.00 | Fine Sand with Kankad | Good | Good | 54-192 | 6.00 | Fine to Median Sand | Good | Good | 192-200 | 13.00 | Fine To Mediam sand with kankad | Good | Good | 67-71 | 4.00 | 75-81 | 6.00 | 109-113,125-133,137-150,161-168 | 13.00 | Mr. Adarsh Verma | Executive Engineer- E&M Dept | View | ||||||||||||||||||
| 13 | Ghazipur | Bhanwarkol | Balua Tapa Shahpur | Balua Tapa Shahpur | 25.545539 | 83.853113 | 04-04-2023 | 215.00 | 210.00 | GEO INSTRUMENT & TECHNIC'S | Hydrogeologist | UPTRON | 13.00 | 11.00 | 0-3 | 7.00 | Clay | Good | Good | 3-42 | 7.00 | Kankad with Clay | Good | Good | 42-54 | 7.00 | Very Fine Sand with Kankad | Good | Good | 54-70 | 4.00 | Kankad with Clay | Good | Good | 70-76 | 4.00 | Very Very Fine Sand with Kankad | Good | Good | 76-92 | 4.00 | Kankad with Clay | Good | Good | 92-116 | 7.00 | Very Fine Sand with Kankad | Good | Good | 116-136 | 12.00 | Kankad with Clay | Good | Good | 1. Fine bands of kankar are intermixed with almost all the zones. 2. Zone Sl. No. 5 & 6 are highly intermixed with fine bands of kankar. | 93-100 | 6.00 | 108-115 | 6.00 | 138-150,160-167 | 12.00 | Mr. Adarsh Verma | Executive Engineer- E&M Dept | View | ||
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