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Specific Water Well Detail |
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| Location Info | |||
| Owner: Morrell, Stephanie | Status: Constructed | ||
| Location: T13S, R4E, Sec. 17, NE SW SW SW | County: Dickinson | ||
| Directions: 2216 Rain Rd, Chapman | |||
| Latitude: 38.9165452 | Longitude: -97.0172988 | Datum NAD 27 | |
| Latitude: 38.9165482 | Longitude: -97.0175915 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.9165482 | GPS Longitude: -97.0175915 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 120 ft. | Elevation: 1228 ft. | |
| Static Water Level: 41 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 20-Aug-2019 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Flint Hills Drilling | License #: 914 | |
| 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?: Yes | ||
| Ground water encountered: 103 ft. | ||
| Bore hole diameter: 10 inches to 120 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 120 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 80 ft to 120 ft | |
| Gravel pack intervals | From: 25 ft to 120 ft | |
| Grout Info | ||
| Grout used: | 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 42 ft. | clay | |
| From: 42 ft. to 70 ft. | alternating layers shale | |
| From: 70 ft. to 85 ft. | limestone seams of dark gray shale | |
| From: 85 ft. to 103 ft. | gray shale | |
| From: 103 ft. to 110 ft. | weathered limestone | |
| From: 110 ft. to 120 ft. | limestone | |