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Specific Water Well Detail |
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| Location Info | |||
| Owner: Powell, Raeburn | Status: Constructed | ||
| Location: T29S, R33W, Sec. 22, NE NW SE | County: Haskell | ||
| Directions: from Jct Hwy 56 and 83: 2 mi N, 2 mi W, 0.5 mi N, and 0.25 mi W (80 feet E of old well) | |||
| Latitude: 37.5102536 | Longitude: -100.9125668 | Datum NAD 27 | |
| Latitude: 37.5102783 | Longitude: -100.9130098 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 690 ft. | Elevation: ft. | |
| Static Water Level: 330 ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Oct-1988 | Well Use: Irrigation | |
| DWR Applic. #: 4678, 10851, 15340 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 335 ft
Diam: 16 in. to 605 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 335 ft to 515 ft
From: 605 ft to 690 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 54 ft. | brown clay | |
| From: 54 ft. to 88 ft. | fine to medium sand and gravel | |
| From: 88 ft. to 99 ft. | brown sandy clay | |
| From: 99 ft. to 102 ft. | fine to medium sand and gravel | |
| From: 102 ft. to 111 ft. | brown clay | |
| From: 111 ft. to 175 ft. | fine to medium sand and gravel | |
| From: 175 ft. to 189 ft. | brown clay | |
| From: 189 ft. to 272 ft. | fine to medium sand and gravel | |
| From: 272 ft. to 275 ft. | brown clay | |
| From: 275 ft. to 339 ft. | fine to medium sand and gravel - small hard spot | |
| From: 339 ft. to 380 ft. | fine to medium sand and gravel - 10% clay | |
| From: 380 ft. to 426 ft. | brown sandy clay | |
| From: 426 ft. to 455 ft. | brown sandy clay - white rock mixed - no good | |
| From: 455 ft. to 496 ft. | brown sandy clay | |
| From: 496 ft. to 509 ft. | yellow clay - brown rock mixed | |
| From: 509 ft. to 518 ft. | brown sandy clay | |
| From: 518 ft. to 560 ft. | blue shale | |
| From: 560 ft. to 575 ft. | blue shale - hard pull down | |
| From: 575 ft. to 614 ft. | blue shale - tight | |
| From: 614 ft. to 635 ft. | blue shale - white clay mixed | |
| From: 635 ft. to 650 ft. | blue shale Dakota 20% - loose | |
| From: 650 ft. to 665 ft. | blue shale Dakota 35% - very good - loose | |
| From: 665 ft. to 680 ft. | blue shale Dakota 15% | |
| From: 680 ft. to 695 ft. | blue shale Dakota 5% | |
| From: 695 ft. to 697 ft. | blue shale - hard pull down | |
| From: 697 ft. to 700 ft. | red bed - hard pull down | |