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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bechard, Steven | Status: Constructed | ||
| Location: T5S, R1E, Sec. 35, SW NE SE SE | County: Washington | ||
| Directions: 308 E 2nd St, Clifton | |||
| Latitude: 39.5691361 | Longitude: -97.2766467 | Datum NAD 27 | |
| Latitude: 39.569136 | Longitude: -97.276957 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.569136 | GPS Longitude: -97.276957 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 89 ft. | Elevation: 1321 ft. | |
| Static Water Level: 59 ft. | Est. Yield: 37 gpm. | |
| Comp. Date: 09-Mar-2020 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Peterson McNett Drilling, Inc. | License #: 897 | |
| 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: 59 ft. | ||
| Bore hole diameter: 9 inches to 89 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 69 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 69 ft to 89 ft | |
| Gravel pack intervals | From: 22 ft to 89 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 22 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: E | Distance: 50 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 40 ft. | clay | |
| From: 40 ft. to 80 ft. | fine sandstone, hard | |
| From: 80 ft. to 93 ft. | fine sandstone, medium | |
| From: 93 ft. to 96 ft. | shale | |