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Specific Water Well Detail |
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| Location Info | |||
| Owner: Neufeld, Jacob | Status: Constructed | ||
| Location: T26S, R34W, Sec. 26, SW SW NE SE | County: Finney | ||
| Directions: from W TV Rd and Ivanhoe Rd, 1.5 mi S, 6630 feet W on gravel rd, 1140 feet S into field | |||
| Latitude: 37.7555303 | Longitude: -101.0023307 | Datum NAD 27 | |
| Latitude: 37.755556 | Longitude: -101.002778 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.755556 | GPS Longitude: -101.002778 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 613 ft. | Elevation: 2960 ft. | |
| Static Water Level: 294 ft. | Est. Yield: 600 gpm. | |
| Comp. Date: 31-Oct-2018 | Well Use: Irrigation | |
| DWR Applic. #: 22576-D3 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Downey Drilling, Inc. | License #: 748 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 294 ft. | ||
| Pump test data: Well water was 412 ft after 4 hours pumping 613 gpm Well water was 366 ft after hours pumping 560 gpm | ||
| Bore hole diameter: 30 inches to 613 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 1 in. to 300 ft
Diam: 16 in. to 613 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .25 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 300 ft to 460 ft
From: 460 ft to 500 ft From: 542 ft to 602 ft | |
| Gravel pack intervals | From: 20 ft to 602 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 13 ft. | silty clay | |
| From: 13 ft. to 28 ft. | fine sand with trace silty clay | |
| From: 28 ft. to 39 ft. | fine sand, silty clay, trace medium-coarse sand, and fine gravel | |
| From: 39 ft. to 60 ft. | fine-medium-coarse sand and fine-medium gravel | |
| From: 60 ft. to 105 ft. | fine-medium-coarse sand and fine-medium-coarse gravel | |
| From: 105 ft. to 118 ft. | fine-medium sand and sandy clay | |
| From: 118 ft. to 145 ft. | fine-medium-trace coarse sand | |
| From: 145 ft. to 176 ft. | fine-medium-coarse sand and fine-medium gravel | |
| From: 176 ft. to 183 ft. | fine-medium-coarse sand and fine-medium-coarse gravel | |
| From: 183 ft. to 200 ft. | silty clay and trace fine sand | |
| From: 200 ft. to 242 ft. | silty clay and fine-medium gravel | |
| From: 242 ft. to 260 ft. | fine-medium-coarse sand and trace fine gravel | |
| From: 260 ft. to 317 ft. | fine-medium-coarse sand and fine-medium-coarse gravel | |
| From: 317 ft. to 342 ft. | sandy clay, fine-medium-coarse sand and fine gravel | |
| From: 342 ft. to 358 ft. | fine-medium-coarse sand and trace fine gravel | |
| From: 358 ft. to 386 ft. | sandy silty clay and trace fine sand | |
| From: 386 ft. to 405 ft. | fine-trace medium sand | |
| From: 405 ft. to 425 ft. | fine sand and sandy clay | |
| From: 425 ft. to 459 ft. | fine sand and silty sandy clay | |
| From: 459 ft. to 464 ft. | clay | |
| From: 464 ft. to 491 ft. | fine-medium-coarse sand and fine-trace medium gravel and rock | |
| From: 491 ft. to 516 ft. | clay | |
| From: 516 ft. to 542 ft. | shale | |
| From: 542 ft. to 591 ft. | fine-trace medium sand and shale | |
| From: 591 ft. to 606 ft. | shale | |
| From: 606 ft. to 613 ft. | shale with trace sand | |