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Specific Water Well Detail |
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| Location Info | |||
| Owner: Welch, Kelly | Status: Constructed | ||
| Location: T14S, R20E, Sec. 16, NW NE SE | County: Douglas | ||
| Directions: 639 E 1700 Rd, Baldwin City (six 180-foot bores) | |||
| Latitude: 38.8320942 | Longitude: -95.1905981 | Datum NAD 27 | |
| Latitude: 38.8321 | Longitude: -95.19085 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.8321 | GPS Longitude: -95.19085 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 180 ft. | Elevation: 964 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 04-Oct-2024 | Well Use: Geothermal, Closed Loop, Vertical | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. #990 | License #: 990 | |
| 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: Welded |
Diam: .75 in. to 180 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR11 | ||
| Screen and Perforation Info | ||
| Screen Type: None | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 180 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 130 ft. | shale, unweathered | |
| From: 130 ft. to 134 ft. | limestone, unweathered | |
| From: 134 ft. to 144 ft. | shale, unweathered | |
| From: 144 ft. to 161 ft. | limestone, unweathered | |
| From: 161 ft. to 169 ft. | shale, unweathered | |
| From: 169 ft. to 177 ft. | limestone, unweathered | |
| From: 177 ft. to 180 ft. | shale, unweathered | |