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Specific Water Well Detail |
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| Location Info | |||
| Owner: Cashco, Inc. | Status: Constructed | ||
| Location: T15S, R8W, Sec. 17, SE SE SW | County: Ellsworth | ||
| Directions: NW corner of State St. and Hwy 40 | |||
| Latitude: 38.7409037 | Longitude: -98.2352873 | Datum NAD 27 | |
| Latitude: 38.7409129 | Longitude: -98.2356222 | 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: 15.5 ft. | Elevation: 1576.68 ft. | |
| Static Water Level: 13 ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Mar-1993 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: Layne-Christensen Co. | License #: 102 | |
| 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: 13 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: 2 in. to 10 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: Stainless Steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 10 ft to 15 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement, Bentonite | From: 0 to 2 ft
From: 2 to 8 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | sandy loam | |
| From: 1 ft. to 14.5 ft. | sand | |
| From: 14.5 ft. to 15 ft. | sandstone | |