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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gibler, Kevin | Status: Constructed | ||
| Location: T14S, R20E, Sec. 20, NW NW SW NE | County: Douglas | ||
| Directions: 569 E 1550 Rd, Baldwin City | |||
| Latitude: 38.8215317 | Longitude: -95.2131222 | Datum NAD 27 | |
| Latitude: 38.82154 | Longitude: -95.213376 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.82154 | GPS Longitude: -95.213376 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 95 ft. | Elevation: 920 ft. | |
| Static Water Level: 10 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 22-Mar-2017 | Well Use: Domestic, Livestock | |
| 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: 52 ft. | ||
| Bore hole diameter: 10 inches to 95 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 95 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 55 ft to 95 ft | |
| Gravel pack intervals | From: 20 ft to 95 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: SOUTH | Distance: 325 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | clay | |
| From: 6 ft. to 9 ft. | limestone | |
| From: 9 ft. to 26 ft. | shale, brown | |
| From: 26 ft. to 27 ft. | limestone | |
| From: 27 ft. to 52 ft. | shale, gray | |
| From: 52 ft. to 70 ft. | weathered shale, gray | |
| From: 70 ft. to 95 ft. | shale, gray | |