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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nichols, Willie | Status: Constructed | ||
| Location: T27S, R31W, Sec. 19, SE SE NE | County: Haskell | ||
| Directions: from Copeland: 10 mi N, 6 mi W | |||
| Latitude: 37.6864394 | Longitude: -100.7443281 | Datum NAD 27 | |
| Latitude: 37.6864636 | Longitude: -100.7447651 | 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: 425 ft. | Elevation: ft. | |
| Static Water Level: 170 ft. | Est. Yield: 1900 gpm. | |
| Comp. Date: 23-Mar-1989 | Well Use: Irrigation | |
| DWR Applic. #: 11436 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. 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?: | ||
| 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 425 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 225 ft to 425 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | 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 50 ft. | brown sandy clay and fine sand streaks | |
| From: 50 ft. to 65 ft. | sand fine to medium coarse | |
| From: 65 ft. to 141 ft. | sand fine to medium coarse small to large gravel | |
| From: 141 ft. to 156 ft. | brown sandy clay | |
| From: 156 ft. to 171 ft. | sand fine to medium coarse small to some medium gravel | |
| From: 171 ft. to 179 ft. | brown clay | |
| From: 179 ft. to 274 ft. | sand fine to medium coarse small to medium gravel with few cemented ledge | |
| From: 274 ft. to 360 ft. | sand fine to medium coarse, small to medium gravel | |
| From: 360 ft. to 362 ft. | white clay | |
| From: 362 ft. to 384 ft. | sand fine to medium coarse with some small clay streaks | |
| From: 384 ft. to 413 ft. | brown sandy clay with some small sand streaks | |
| From: 413 ft. to 422 ft. | sand fine to medium | |
| From: 422 ft. to 523 ft. | brown sandy clay and fine sand streaks and brown rock ledge @ 490 feet | |
| From: 523 ft. to 540 ft. | gray shale | |