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Specific Water Well Detail |
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| Location Info | |||
| Owner: Haring, Clay | Status: Constructed | ||
| Location: T12S, R8W, Sec. 10, NE NE SW | County: Lincoln | ||
| Directions: from N 160th Rd and E Kiowa Dr, 0.5 mi NE; from Lincoln, 2.75 mi WSW | |||
| Latitude: 39.022852 | Longitude: -98.1979159 | Datum NAD 27 | |
| Latitude: 39.02286 | Longitude: -98.198249 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.02286 | GPS Longitude: -98.198249 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 60 ft. | Elevation: 1375 ft. | |
| Static Water Level: 20 ft. | Est. Yield: 150 gpm. | |
| Comp. Date: 29-Oct-2024 | Well Use: Test hole/well | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Peterson McNett Drlg | License #: 897 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 1 in. to 40 ft | |
| Casing height above land surface: 144 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .133 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 40 ft to 60 ft | |
| Gravel pack intervals | From: 22 ft to 60 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 22 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 12 ft. | clay | |
| From: 12 ft. to 26 ft. | medium sand | |
| From: 26 ft. to 30 ft. | medium sand with 10% clay | |
| From: 30 ft. to 52 ft. | fine sand | |
| From: 52 ft. to 60 ft. | sandstone, moderately weathered, medium hardness | |