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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nichols, Warren | Status: Constructed | ||
| Location: T27S, R31W, Sec. 34, NE NW NW | County: Haskell | ||
| Directions: from Garden City: 20 mi S, 9 mi E, .25 mi S, .25 mi E | |||
| Latitude: 37.6628109 | Longitude: -100.7030392 | Datum NAD 27 | |
| Latitude: 37.662835 | Longitude: -100.7034748 | 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: 530 ft. | Elevation: ft. | |
| Static Water Level: 190 ft. | Est. Yield: 1750 gpm. | |
| Comp. Date: 16-Dec-1981 | Well Use: Irrigation | |
| DWR Applic. #: 9327 | 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:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 275 ft to 530 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 6 ft. | top soil | |
| From: 6 ft. to 112 ft. | brown sandy clay | |
| From: 112 ft. to 209 ft. | fine to medium sand and gravel streak of coarse gravel | |
| From: 209 ft. to 234 ft. | light brown sandy clay | |
| From: 234 ft. to 251 ft. | fine to medium sand and gravel loose | |
| From: 251 ft. to 255 ft. | brown sandy clay | |
| From: 255 ft. to 275 ft. | fine to medium sand and gravel loose | |
| From: 275 ft. to 291 ft. | fine to medium sand and gravel streak of med. coarse gravel loose | |
| From: 291 ft. to 329 ft. | fine to medium sand and gravel loose | |
| From: 329 ft. to 344 ft. | brown sandy clay | |
| From: 344 ft. to 360 ft. | fine to medium sand and gravel loose | |
| From: 360 ft. to 363 ft. | brown sandy clay | |
| From: 363 ft. to 370 ft. | fine to medium sand and gravel | |
| From: 370 ft. to 382 ft. | brown sandy clay | |
| From: 382 ft. to 398 ft. | fine to medium sand and fine gravel tight | |
| From: 398 ft. to 406 ft. | brown sandy clay | |
| From: 406 ft. to 410 ft. | fine to medium sand and gravel | |
| From: 410 ft. to 424 ft. | brown sandy clay | |
| From: 424 ft. to 491 ft. | brown sandy clay mixed with white rock | |
| From: 491 ft. to 520 ft. | fine to medium sand and gravel loose | |
| From: 520 ft. to 533 ft. | brown yellow clay | |
| From: 533 ft. to 541 ft. | yellow clay and shale | |