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Specific Water Well Detail |
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| Location Info | |||
| Owner: Martin, Scott | Status: Constructed | ||
| Location: T8S, R3E, Sec. 26, NW NE SE SE | County: Clay | ||
| Directions: 1408 Quail Rd, Clay Center | |||
| Latitude: 39.3260515 | Longitude: -97.054752 | Datum NAD 27 | |
| Latitude: 39.326048 | Longitude: -97.055048 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.326048 | GPS Longitude: -97.055048 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 119 ft. | Elevation: ft. | |
| Static Water Level: 73 ft. | Est. Yield: 60 gpm. | |
| Comp. Date: 17-Jan-2022 | 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: 97 ft. | ||
| Bore hole diameter: 10 inches to 119 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 119 ft | |
| Casing height above land surface: 12 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: 99 ft to 119 ft | |
| Gravel pack intervals | From: 24 ft to 119 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 24 ft
From: 57 to 67 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | fill | |
| From: 4 ft. to 8 ft. | limestone | |
| From: 8 ft. to 33 ft. | shale | |
| From: 33 ft. to 44 ft. | limestone | |
| From: 44 ft. to 77 ft. | shale | |
| From: 77 ft. to 82 ft. | limestone | |
| From: 82 ft. to 97 ft. | shale | |
| From: 97 ft. to 114 ft. | weathered limestone | |
| From: 114 ft. to 119 ft. | shale | |