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Specific Water Well Detail |
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| Location Info | |||
| Owner: Delaney, Martin and Katie | Status: Constructed | ||
| Location: T15S, R19E, Sec. 4, NW NE NE | County: Douglas | ||
| Directions: from N 300 Rd and E 1100 Rd, 0.2 mi W/SW, Baldwin City | |||
| Latitude: 38.7815101 | Longitude: -95.301683 | Datum NAD 27 | |
| Latitude: 38.781518 | Longitude: -95.301939 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.781518 | GPS Longitude: -95.301939 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 200 ft. | Elevation: 1051 ft. | |
| Static Water Level: 81 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 28-Feb-2026 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Flint Hills Drlg #914 | 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 6 in. to 160 ft | |
| Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 160 ft to 200 ft | |
| Gravel pack intervals | From: 20 ft to 200 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | clay | |
| From: 6 ft. to 38 ft. | shale, unweathered, tan with gray | |
| From: 38 ft. to 134 ft. | sandy shale, unweathered, gray, with gray shale | |
| From: 134 ft. to 172 ft. | sandstone, unweathered, gray | |
| From: 172 ft. to 178 ft. | limestone, unweathered | |
| From: 178 ft. to 200 ft. | shale, unweathered, gray, with limestone | |