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Specific Water Well Detail |
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| Location Info | |||
| Owner: Wedman, Stan | Status: Constructed | ||
| Location: T31S, R5W, Sec. 29, SW SW SW NW | County: Harper | ||
| Directions: from Danville, 2 mi N | |||
| Latitude: 37.3210605 | Longitude: -97.894087 | Datum NAD 27 | |
| Latitude: 37.321081 | Longitude: -97.894426 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.321081 | GPS Longitude: -97.894426 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 60 ft. | Elevation: 1351 ft. | |
| Static Water Level: 16 ft. | Est. Yield: 225 gpm. | |
| Comp. Date: 18-May-2017 | Well Use: Irrigation | |
| DWR Applic. #: 49161 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| 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: 16 ft. | ||
| Bore hole diameter: 19 inches to 61 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 10 in. to 40 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .413 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 40 ft to 60 ft | |
| Gravel pack intervals | From: 21 ft to 60 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 21 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 41 ft. | sandy clay, tan | |
| From: 41 ft. to 60 ft. | fine-coarse sand | |
| From: 60 ft. to 61 ft. | shale, hard | |