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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gagnebin, Russell | Status: Constructed | ||
| Location: T19S, R16E, Sec. 16, SE NW NW SW | County: Coffey | ||
| Directions: 1707 25th Ln, Waverly | |||
| Latitude: 38.3963139 | Longitude: -95.6538139 | Datum NAD 27 | |
| Latitude: 38.396332 | Longitude: -95.65408 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.396332 | GPS Longitude: -95.65408 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 137 ft. | Elevation: 1115 ft. | |
| Static Water Level: 60 ft. | Est. Yield: 1 gpm. | |
| Comp. Date: 05-Mar-2018 | 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: 67 ft. | ||
| Bore hole diameter: 10 inches to 137 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 137 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: 57 ft to 77 ft | |
| Gravel pack intervals | From: 23 ft to 137 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 23 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | clay | |
| From: 3 ft. to 5 ft. | limestone | |
| From: 5 ft. to 19 ft. | gray shale | |
| From: 19 ft. to 24 ft. | gray sandstone | |
| From: 24 ft. to 33 ft. | gray shale | |
| From: 33 ft. to 137 ft. | alternating layers of limestone and gray shale | |