| 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 | Rampur | Suar | Nankar Rani | Nankar Rani | 29.085401 | 79.115669 | 08-11-2023 | 10:30:00 | 65.00 | 65.00 | ground water survey consultancy | HYDROLOGIS | GEOPHYICA | SP,N-16(SN),N64(LN) & LAT | 42.00 | 37.00 | 37-42 | 5.00 | FINE TO MEDIUM SAND | GOOD | GOOD | 60-65 | 5.00 | FINE TO MEDIUM SAND | GOOD | GOOD | 38-41 | 3.00 | Er. Ashok Kumar | Assistant Engineer | View | |||||||||||||||||||||||||||||||||||
| 2 | Rampur | Bilaspur | Chandela | Chandela | 28.995937 | 79.250534 | 17-03-2024 | 11:30:00 | 120.00 | 100.00 | ground water survey consultancy | HYDROLOGIST | GEOPHYICAL | SP,N-16(SN),N64(LN) & LAT | 25.00 | 21.00 | 21-25 | 5.00 | FINE TO MEDIUM SAND | GOOD | GOOD | 53-60 | 7.00 | MEDIUM SAND | GOOD | GOOD | 75-81 | 6.00 | MEDIUM SAND | GOOD | GOOD | 90-94 | 4.00 | FINE TO MEDIUM SAND | GOOD | GOOD | 53.76-59.76 | 3.00 | 77.76-80.76 | 3.00 | 90.78-93.78 | 3.00 | Er. Sant Ram | Assistant Engineer | View | |||||||||||||||||||||
| 3 | Rampur | Bilaspur | Ahro Zadid | Ahro Zadid | 28.76095145 | 79.32403581 | 08-02-2023 | 11:55:00 | 150.00 | 146.00 | ground water survey consultancy | HYDROLOGIST | GEOPHYICAL | SP,N-16(SN),N64(LN) & LAT | 25-35 | 10.00 | MEDIUM SAND | GOOD | GOOD | 45-58 | 13.00 | MEDIUM SAND | GOOD | GOOD | 62-77 | 15.00 | MEDIUM SAND | GOOD | GOOD | 83-110 | 23.00 | MEDIUM SAND | GOOD | GOOD | 120-147 | 27.00 | MEDIUM SAND | GOOD | GOOD | 85.87-97.94 | 12.00 | 122.01-140.04 | 18.00 | Er. Ashok Kumar | Assistant Engineer | View | ||||||||||||||||||||
| 4 | Rampur | Suar | Bhoobra Mustahkam | Bhoobra Mustahkam | 29.10322294 | 79.04368394 | 07-02-2023 | 10:30:00 | 135.00 | 131.00 | ground water survey consultancy | HYDROLOGIST | GEOPHYICAL | SP,N-16(SN),N64(LN) & LAT | 62.00 | 55.00 | 55-62 | 7.00 | MEDIUM SAND | GOOD | GOOD | 75-83 | 8.00 | MEDIUM SAND | GOOD | GOOD | 102-106 | 4.00 | MEDIUM SAND | GOOD | GOOD | 115-118 | 3.00 | MEDIUM SAND | GOOD | GOOD | 121-131 | 10.00 | MEDIUM SAND | GOOD | GOOD | 56-61 | 3.00 | 76.07-82.10 | 2.00 | 103.16-105.16,115.98-116.98,121.98-126.98 | 8.00 | Er. Ashok Kumar | Assistant Engineer | View | ||||||||||||||||
| 5 | Rampur | Saidnagar | Singan Khera | Singan Khera | 28.884412 | 79.029762 | 28-02-2023 | 12:54:00 | 154.00 | 144.00 | ground water survey consultancy | GEOPHYICAL | SP,N-16(SN),N64(LN) & LAT | 40.00 | 30.00 | 30-40 | 10.00 | FINE TO MEDIUM SAND | GOOD | GOOD | 45-69 | 25.00 | MEDIUM SAND | GOOD | GOOD | 77-108 | 31.00 | MEDIUM SAND | GOOD | GOOD | 120-127 | 7.00 | MEDIUM SAND | GOOD | GOOD | 134-142 | 8.00 | MEDIUM SAND | GOOD | GOOD | 149-154 | 5.00 | MEDIUM SAND | GOOD | GOOD | 74.88-92.88 | 18.00 | 98.88-104.88 | 6.00 | 122.88-125.88,134.88-137.88 | 6.00 | Er. Ashok Kumar | Assistant Engineer | View | ||||||||||||
| 6 | Rampur | Bilaspur | Chandela | Chandela | 17-03-2024 | 10:30:00 | 120.00 | 100.00 | ground water survey consultancy | HYDROLOGIST | S.P & Resistivity | SP,N-16(SN),N64(LN) & LAT | 21-25 | 4.00 | MEDIUM SAND | GOOD | GOOD | 53.76-59.76 | 6.00 | 77.76-80.76 | 3.00 | 90.78-93.78 | 3.00 | Er. Sant Ram | Assistant Engineer | View | ||||||||||||||||||||||||||||||||||||||||
| 7 | Rampur | Suar | Nankar Rani | Nankar Rani | 08-11-2023 | 11:20:00 | 65.00 | 51.00 | ground water survey consultancy | HYDROLOGIST | S.P & Resistivity | SP,N-16(SN),N64(LN) & LAT | 60-65 | 5.00 | MEDIUM SAND | GOOD | GOOD | 38-41 | 3.00 | Er. Ashok Kumar | Assistant Engineer | View | ||||||||||||||||||||||||||||||||||||||||||||
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