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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rogers, Tim | Status: Constructed | ||
| Location: T22S, R5E, Sec. 33, SE NE NW SW | County: Marion | ||
| Directions: 320 Elm St, Burns | |||
| Latitude: 38.0915798 | Longitude: -96.8914198 | Datum NAD 27 | |
| Latitude: 38.091599 | Longitude: -96.891726 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.091599 | GPS Longitude: -96.891726 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 97 ft. | Elevation: 1490 ft. | |
| Static Water Level: 22 ft. | Est. Yield: 40 gpm. | |
| Comp. Date: 12-Sep-2019 | Well Use: Domestic, Lawn and Garden | |
| 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: 38 ft. , 46 ft. | ||
| Bore hole diameter: 10 inches to 97 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 97 ft | |
| Casing height above land surface: 18 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: 37 ft to 57 ft | |
| Gravel pack intervals | From: 21 ft to 97 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 21 ft | |
| Source of Possible Contamination | ||
| Source: Building | ||
| Direction from well: NE | Distance: 40 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | clay | |
| From: 6 ft. to 24 ft. | shale tan with limestone | |
| From: 24 ft. to 41 ft. | limestone, hard | |
| From: 41 ft. to 43 ft. | shale, tan | |
| From: 43 ft. to 55 ft. | limestone tan | |
| From: 55 ft. to 64 ft. | shale | |
| From: 64 ft. to 83 ft. | shale, red | |
| From: 83 ft. to 97 ft. | shale, gray | |