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Specific Water Well Detail |
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| Location Info | |||
| Owner: Newhouse, Jim | Status: Constructed | ||
| Location: T31S, R10E, Sec. 3, SE SE SW | County: Elk | ||
| Directions: N Biddle St and Evergreen, Moline, east and north into site | |||
| Latitude: 37.3752557 | Longitude: -96.2998233 | Datum NAD 27 | |
| Latitude: 37.375283 | Longitude: -96.300101 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.375283 | GPS Longitude: -96.300101 | Datum WGS84 | |
| View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 300 ft. | Elevation: 1051 ft. | |
| Static Water Level: 40 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 26-Apr-2022 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: McPherson Drlg | License #: 746 | |
| 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: 5 in. to 80 ft | |
| Casing height above land surface: 216 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 80 ft to 300 ft | |
| Gravel pack intervals | From: 25 ft to 300 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 12 ft. | clay | |
| From: 12 ft. to 55 ft. | limestone, unweathered | |
| From: 55 ft. to 278 ft. | limey shale, unweathered | |
| From: 278 ft. to 284 ft. | sandy limestone, broken | |
| From: 284 ft. to 300 ft. | limey shale, unweathered | |