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Specific Water Well Detail |
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| Location Info | |||
| Owner: Johnson, David | Status: Constructed | ||
| Location: T15S, R2W, Sec. 9, SW NW SE NW | County: Saline | ||
| Directions: 3969 Holmes Rd, Salina | |||
| Latitude: 38.7636465 | Longitude: -97.5526047 | Datum NAD 27 | |
| Latitude: 38.76365 | Longitude: -97.55292 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.76365 | GPS Longitude: -97.55292 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 59 ft. | Elevation: 1338 ft. | |
| Static Water Level: 31 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 25-Nov-2013 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Peterson Irrigation, Inc. | License #: 138 | |
| 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: 31 ft. | ||
| Bore hole diameter: 9 inches to 60 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 39 ft | |
| Casing height above land surface: 12 in
Casing Weight: 2.37 lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 39 ft to 59 ft | |
| Gravel pack intervals | From: 20 ft to 59 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: S | Distance: 100 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | Topsoil | |
| From: 1 ft. to 3 ft. | Clay | |
| From: 3 ft. to 57 ft. | Sandstone, soft | |
| From: 57 ft. to 60 ft. | Shale, gray, hard | |