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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hendrick, Josh | Status: Constructed | ||
| Location: T5S, R13W, Sec. 26, SE SE NW SW | County: Smith | ||
| Directions: 17012 300 Rd, Harlan | |||
| Latitude: 39.5856885 | Longitude: -98.7627833 | Datum NAD 27 | |
| Latitude: 39.5857 | Longitude: -98.76314 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.5857 | GPS Longitude: -98.76314 | Datum WGS84 | |
| View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 54 ft. | Elevation: ft. | |
| Static Water Level: 32 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 15-Sep-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: 37 ft. | ||
| Pump test data: Well water was 33 ft after 1 hours pumping 20 gpm | ||
| Bore hole diameter: 10 inches to 54 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 54 ft | |
| Casing height above land surface: 24 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: 34 ft to 54 ft | |
| Gravel pack intervals | From: 20 ft to 54 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 1 ft. | top soil | |
| From: 1 ft. to 15 ft. | clay | |
| From: 15 ft. to 18 ft. | sandy clay | |
| From: 18 ft. to 49 ft. | sandy gravel | |
| From: 49 ft. to 54 ft. | shale | |