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Specific Water Well Detail |
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| Location Info | |||
| Owner: Moore, Alan | Status: Constructed | ||
| Location: T14S, R20E, Sec. 3, SE NE NW NE | County: Douglas | ||
| Directions: 1771 N 900 Rd, Baldwin City | |||
| Latitude: 38.8679048 | Longitude: -95.1730077 | Datum NAD 27 | |
| Latitude: 38.8679117 | Longitude: -95.173261 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.8679117 | GPS Longitude: -95.173261 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 157 ft. | Elevation: 946 ft. | |
| Static Water Level: 104 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 20-Nov-2019 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 121 ft. | ||
| Bore hole diameter: 10 inches to 157 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 157 ft | |
| Casing height above land surface: 36 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: 117 ft to 157 ft | |
| Gravel pack intervals | From: 23 ft to 84 ft
From: 104 ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 23 ft
From: 84 to 104 ft | |
| Source of Possible Contamination | ||
| Source: House | ||
| Direction from well: SE | Distance: 75 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 16 ft. | brown-tan clay | |
| From: 16 ft. to 36 ft. | shale | |
| From: 36 ft. to 55 ft. | sandstone | |
| From: 55 ft. to 100 ft. | shale | |
| From: 100 ft. to 120 ft. | sandstone, dry | |
| From: 120 ft. to 148 ft. | sandstone | |
| From: 148 ft. to 157 ft. | limestone | |