| 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 | Bareilly | Fatehganj West | Bagrau | Bagrau | 05-03-2024 | 10:55:00 | 121.00 | 121.00 | 36.88-48.77 | 12.00 | 70.10-91.44 | 22.00 | 100.58-106.98 | 4.00 | 41.46-47.48 | 6.00 | 71.40-89.46 | 18.00 | 101.40-105.27 | 4.00 | Surjet Singh | Assistant Engineer | View | |||||||||||||||||||||||||||||||||||||||||||
| 2 | Bareilly | Majhgawan | Gainee | Gainee | 22-01-2015 | 12:10:00 | 133.00 | 133.00 | 53.34-76.20 | 23.00 | Fine to Medium Sand | Medium | Medium | 82.20-120.40 | 38.00 | Fine to Medium sand | Medium | Medium | 103.91-115.93 | 12.00 | Fine to medium sand | Medium | Medium | All Projections and recommendations are subject to the inherent limitations of the technique employed and there colud be variation as the underground conditions are not always amenable to physical interpretations. | 54.27-75.41 | 21.00 | 83.27-101.35 | 18.00 | 103.91-115.93 | 12.00 | Shehorz dost | Assistant Engineer | View | |||||||||||||||||||||||||||||||||
| 3 | Bareilly | Shergarh | Dunka | Dunka | 28-10-2014 | 11:15:00 | 127.00 | 127.00 | 41.16-53.35 | 12.00 | Medium Sand | Good | Good | 66.76-87.79 | 21.00 | Medium sand | Good | Good | 89.93-99.98 | 10.00 | Medium sand | Good | Good | 102.12-111.26 | 9.00 | Medium sand | Good | Good | All Projections and recommendations are subject to the inherent limitations of the technique employed and there colud be variation as the underground conditions are not always amenable to physical interpretations. | 42.84-51.75 | 9.00 | 67.89-86.08 | 18.00 | 104.24-107.33 | 3.00 | Shehorz dost | Assistant Engineer | View | ||||||||||||||||||||||||||||
| 4 | Bareilly | Shergarh | Dunka | Dunka | 18-10-2014 | 22:02:00 | 130.00 | 130.00 | 44.81-53.34 | 8.00 | Medium Sand | Good | Good | 65.53-80.77 | 15.00 | Medium sand | Good | Good | 86.87-108.20 | 21.00 | Medium sand | Good | Good | All Projections and recommendations are subject to the inherent limitations of the technique employed and there colud be variation as the underground conditions are not always amenable to physical interpretations. | 45.94-51.97 | 6.00 | 67.52-79.55 | 12.00 | 88.08-106.12 | 18.00 | Shehorz dost | Assistant Engineer | View | |||||||||||||||||||||||||||||||||
| 5 | Bareilly | Bhojipura | Pachdeora Kalan | Pachdeora Kalan | 14-10-2014 | 09:12:00 | 119.00 | 119.00 | 43.28-50.29 | 7.00 | Fine to Medium Sand | Medium | Medium | 58.22-72.54 | 14.00 | Fine to Medium sand | Medium | Medium | 75.29-92.35 | 17.00 | Fine to medium sand | Medium | Medium | 93.88-118.87 | 25.00 | fine to medium sand | Medium | Medium | All Projections and recommendations are subject to the inherent limitations of the technique employed and there colud be variation as the underground conditions are not always amenable to physical interpretations. | 59.15-71.59 | 12.00 | 76.61-91.65 | 15.00 | 95.65-102.69 | 7.00 | Shehorz dost | Assistant Engineer | View | ||||||||||||||||||||||||||||
| 6 | Bareilly | Majhgawan | Sisona | Sisona | 14-04-2014 | 07:58:00 | 121.00 | 121.00 | 53.34-64.01 | 10.00 | Fine to Medium Sand | Medium | Medium | 66.14-92.05 | 26.00 | Fine to Medium sand | Medium | Medium | 94.49-111.25 | 16.00 | Fine to medium sand | Medium | Medium | All Projections and recommendations are subject to the inherent limitations of the technique employed and there colud be variation as the underground conditions are not always amenable to physical interpretations. | 54.35-61.96 | 8.00 | 66.93-91.01 | 24.00 | 95.31-107.35 | 12.00 | Shehorz dost | Assistant Engineer | View | |||||||||||||||||||||||||||||||||
| 7 | Bareilly | Ram Nagar | Hardaspur | Hardaspur | 18-10-2012 | 04:11:00 | 113.00 | 113.00 | 46.63-50.60 | 4.00 | Medium Sand | Medium | Medium | 56.39-67.36 | 11.00 | Fine to Medium sand | Medium | Medium | 70.10-90.53 | 20.00 | Fine to medium sand | Medium | Medium | 91.44-98.15 | 6.00 | fine to medium sand | Medium | Medium | All Projections and recommendations are subject to the inherent limitations of the technique employed and there colud be variation as the underground conditions are not always amenable to physical interpretations. | 57.53-66.44 | 9.00 | 71.11-89.41 | 18.00 | 92.36-97.34 | 5.00 | Surjet Singh | Assistant Engineer | View | ||||||||||||||||||||||||||||
| 8 | Bareilly | Bhuta | Mehtarpur Tej Singh | Mehtarpur Tej Singh | 06-12-2012 | 10:01:00 | 122.00 | 122.00 | 34.75-55.17 | 20.00 | Fine to Medium Sand | Medium | Medium | 64.92-76.20 | 11.00 | Fine to Medium sand | Medium | Medium | 77.11-88.39 | 11.00 | Fine to medium sand | Medium | Medium | 91.44-114.30 | 22.00 | fine to medium sand | Medium | Medium | 54.51-42.75 | 11.00 | 78.03-87.51 | 9.00 | 92.36-104.36 | 12.00 | Surjet Singh | Assistant Engineer | View | |||||||||||||||||||||||||||||
| 9 | Bareilly | Baheri | Girdharpur | Girdharpur | 15-10-2016 | 05:12:00 | 199.00 | 200.00 | 90-103 | 13.00 | Fine to Medium Sand | Medium | Medium | 107-117 | 10.00 | Fine to Medium sand | Medium | Medium | 140-153 | 13.00 | Fine to medium sand | Medium | Medium | 156-166 | 10.00 | fine to medium sand | Medium | Medium | All Projections and recommendations are subject to the inherent limitations of the technique employed and there colud be variation as the underground conditions are not always amenable to physical interpretations. | 90.47-102.47 | 12.00 | 139.58-151.60 | 12.00 | 155.60-164.65 | 9.00 | Shehorz dost | Assistant Engineer | View | ||||||||||||||||||||||||||||
| 10 | Bareilly | Damkhoda | Jokhanpur | Jokhanpur | 24-02-2015 | 11:25:00 | 142.00 | 142.00 | 54.86-70.10 | 15.00 | Fine to Medium Sand | Medium | Medium | 88.39-100.58 | 12.00 | Fine to Medium sand | Medium | Medium | 110.34-123.44 | 13.00 | Fine to medium sand | Medium | Medium | All Projections and recommendations are subject to the inherent limitations of the technique employed and there colud be variation as the underground conditions are not always amenable to physical interpretations. | 56-68.03 | 12.00 | 87.59-99.65 | 12.00 | 111.72-121.74 | 10.00 | Shehorz dost | Assistant Engineer | View | |||||||||||||||||||||||||||||||||
| 11 | Bareilly | Mirganj | Mankara | Mankara | 14-04-2012 | 10:26:00 | 119.00 | 119.00 | 53.34-71.63 | 18.00 | Medium Sand | Medium | Medium | 74.68-105.16 | 30.00 | Medium sand | Medium | Medium | 105.16-118.90 | 13.00 | clay | Medium | Medium | All Projections and recommendations are subject to the inherent limitations of the technique employed and there colud be variation as the underground conditions are not always amenable to physical interpretations. | 54.83-66.73 | 12.00 | 79.59-90.43 | 11.00 | 93.36-102.35 | 9.00 | Surjet Singh | Assistant Engineer | View | |||||||||||||||||||||||||||||||||
| 12 | Bareilly | Aalampur Jafrabad | Naurangpur | Naurangpur | 113.00 | 113.00 | 3.97-47.24 | 43.00 | clay | Bad | Bad | 50.59-65.62 | 15.00 | clay | Bad | Bad | 71.63-79.86 | 8.00 | Medium sand | Good | Good | All Projections and recommendations are subject to the inherent limitations of the technique employed and there could be variation as the underground conditions are not always amenable to physical interpretations. | 50.59-65.52 | 15.00 | 70.02-77.98 | 8.00 | 91.39-97.35 | 6.00 | Surjet Singh | Assistant Engineer | View | |||||||||||||||||||||||||||||||||||
| 13 | Bareilly | Fatehganj West | Tiliya Pur | Tiliya Pur | 10-08-2014 | 11:16:00 | 124.00 | 124.00 | 50.29-58.22 | 8.00 | 60.96-71.93 | 11.00 | 79.25-106.07 | 26.00 | All Projections and recommendations are subject to the inherent limitations of the technique employed and there colud be variation as the underground conditions are not always amenable to physical interpretations. | 51.17-57.21 | 6.00 | 62.22-70.94 | 9.00 | 81.17-105.24 | 24.00 | Depanshu teotiya | Assistant Engineer | View | ||||||||||||||||||||||||||||||||||||||||||
| 14 | Bareilly | Bhuta | Tiswa | Stiswa | 90.00 | 90.00 | 28.96-55.47 | 26.00 | Fine to Medium Sand | Medium | Medium | 62.28-76.20 | 14.00 | Fine to Medium sand | Medium | Medium | 76.20-89.92 | 13.00 | clay | Bad | Bad | It is recommended to have a chemical and bacteriological analysis of the water sample before using it for human consumption or for any other use | 43.08-55.02 | 12.00 | 64.43-74.03 | 9.00 | Depanshu teotiya | Assistant Engineer | View | |||||||||||||||||||||||||||||||||||||
| 15 | Bareilly | Bithiri Chainpur | Mohenpur | Mohenpur | 27-09-2014 | 11:16:00 | 138.00 | 137.00 | 12.19-62.48 | 50.00 | Fine to Medium Sand | Medium | Medium | 66.14-77.42 | 11.00 | Fine to Medium sand | Medium | Medium | 91.44-103.63 | 12.00 | Fine to medium sand | Medium | Medium | 108.20-114.32 | 6.00 | fine to medium sand | Medium | Medium | All Projections and recommendations are subject to the inherent limitations of the technique employed and there colud be variation as the underground conditions are not always amenable to physical interpretations. | 42.7-61.41 | 18.00 | 67.43-76.46 | 9.00 | 109.55-112.55 | 3.00 | Depanshu teotiya | Assistant Engineer | View | ||||||||||||||||||||||||||||
| 16 | Bareilly | Baheri | Jamsavant Shumali | Jamsavant Shumali | 02-06-2018 | 16:00:00 | 129.00 | 120.00 | 32-51 | 19.00 | 56-63 | 7.00 | 64-85 | 21.00 | 94-99 | 5.00 | 111-117 | 6.00 | 41-50 | 9.00 | 57-60 | 3.00 | 65-83,95-98,112-115 | 24.00 | AK SAMIR | Assistant Engineer | View | |||||||||||||||||||||||||||||||||||||||
| 17 | Bareilly | Shergarh | Madnapur | Madnapur | 30-05-2018 | 16:30:00 | 123.00 | 107.00 | 46-57 | 11.00 | 60-77 | 17.00 | 78-85 | 7.00 | 91-102 | 11.00 | 110-114 | 4.00 | 47-56 | 9.00 | 62-76 | 14.00 | 79-83,92-101 | 13.00 | AK SAMIR | Assistant Engineer | View | |||||||||||||||||||||||||||||||||||||||
| 18 | Bareilly | Fatehganj West | Bagrau | Mubarikpur | 14-06-2018 | 16:30:00 | 129.00 | 114.00 | 33-43 | 10.00 | 44-47 | 3.00 | 48-60 | 12.00 | 60-65 | 5.00 | 71-90 | 19.00 | 94-120 | 26.00 | 49-58 | 9.00 | 73-88 | 15.00 | 98-108 | 10.00 | AK SAMIR | Assistant Engineer | View | |||||||||||||||||||||||||||||||||||||
| 19 | Bareilly | Fatehganj West | Bagrau | Rampura | 29-06-2018 | 16:00:00 | 150.00 | 137.00 | 46-51 | 5.00 | 64-74 | 10.00 | 98-100 | 2.00 | 102-106 | 4.00 | 115-123 | 8.00 | 127-138 | 11.00 | 47-50 | 3.00 | 70-82 | 12.00 | 103-105,116-122,129-133 | 10.00 | AK SAMIR | Assistant Engineer | View | |||||||||||||||||||||||||||||||||||||
| 20 | Bareilly | Ram Nagar | Revati | Revati | 16-06-2018 | 16:30:00 | 166.00 | 152.00 | 93-100 | 7.00 | 104-111 | 7.00 | 117-147 | 30.00 | 156-159 | 3.00 | 96-99 | 3.00 | 105-110 | 5.00 | 118-145 | 27.00 | AK SAMIR | Assistant Engineer | View | |||||||||||||||||||||||||||||||||||||||||
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