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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lyon, Shane | Status: Constructed | ||
| Location: T2S, R13W, Sec. 34, SW SW NW NE | County: Smith | ||
| Directions: 16061 120 Rd, Smith Center | |||
| Latitude: 39.8401765 | Longitude: -98.7755747 | Datum NAD 27 | |
| Latitude: 39.84019 | Longitude: -98.77593 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.84019 | GPS Longitude: -98.77593 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 51 ft. | Elevation: ft. | |
| Static Water Level: 22 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 10-Jun-2021 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Karst Water Well Drilling and Service, Inc. | License #: 199 | |
| 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: 30 ft. | ||
| Pump test data: Well water was 38 ft after 1 hours pumping 15 gpm | ||
| Bore hole diameter: 10 inches to 51 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 51 ft | |
| Casing height above land surface: 30 in
Casing Weight: 2.91 lbs/ft Wall thickness or gauge no.: .21 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 31 ft to 51 ft | |
| Gravel pack intervals | From: 20 ft to 51 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 26 ft. | light brown clay | |
| From: 26 ft. to 31 ft. | gritty black clay | |
| From: 31 ft. to 36 ft. | fine sand | |
| From: 36 ft. to 41 ft. | river mud | |
| From: 42 ft. to 51 ft. | shale | |