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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nelson, John | Status: Constructed | ||
| Location: T29S, R40W, Sec. 10, SW NW NW SE | County: Stanton | ||
| Directions: from Ulysses, 14 mi W | |||
| Latitude: 37.5392292 | Longitude: -101.679601 | Datum NAD 27 | |
| Latitude: 37.53925 | Longitude: -101.68005 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.53925 | GPS Longitude: -101.68005 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 595 ft. | Elevation: 3269 ft. | |
| Static Water Level: 360 ft. | Est. Yield: 598 gpm. | |
| Comp. Date: 06-Dec-2012 | Well Use: Irrigation | |
| DWR Applic. #: 21038 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| 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: 595 ft. | ||
| Pump test data: Well water was 400 ft after 4 hours pumping 598 gpm | ||
| Bore hole diameter: 24 inches to 595 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 590 ft | |
| Casing height above land surface: 12 in
Casing Weight: 42.09 lbs/ft Wall thickness or gauge no.: .250 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 370 ft to 410 ft
From: 410 ft to 590 ft | |
| Gravel pack intervals | From: 20 ft to 595 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: N | Distance: 200 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | Surface | |
| From: 2 ft. to 59 ft. | Brown clay, caliche, some red clay | |
| From: 59 ft. to 70 ft. | Sand, fine to medium | |
| From: 70 ft. to 81 ft. | Brown clay | |
| From: 81 ft. to 188 ft. | Sand, fine to medium coarse, small gravel | |
| From: 188 ft. to 211 ft. | Brown sandy clay | |
| From: 211 ft. to 385 ft. | Sand, fine to medium; small to medium gravel | |
| From: 385 ft. to 399 ft. | Brown clay, sticky | |
| From: 399 ft. to 413 ft. | Sand, fine to medium | |
| From: 413 ft. to 419 ft. | Brown clay, sticky | |
| From: 419 ft. to 440 ft. | Sand silty-fine clay mixed, tight | |
| From: 440 ft. to 461 ft. | Sand, fine to small | |
| From: 461 ft. to 471 ft. | False red bed and soapstone | |
| From: 471 ft. to 490 ft. | Yellow soapstone and sandstone | |
| From: 490 ft. to 495 ft. | False red bed, hard | |
| From: 495 ft. to 504 ft. | Soapstone, sandstone | |
| From: 504 ft. to 518 ft. | Yellow soapstone, some sandstone, few limestone | |
| From: 518 ft. to 559 ft. | Sandstone, soapstone | |
| From: 559 ft. to 572 ft. | Soapstone, red beds, hard | |
| From: 572 ft. to 590 ft. | Soapstone, sandstone, used little water | |
| From: 590 ft. to 605 ft. | Red bed, hard | |