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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Hoisington | Status: Constructed | ||
| Location: T18S, R13W, Sec. 5, NE NE NE NW | County: Barton | ||
| Directions: city pool, 718 W 7th St, Hoisington (two bores) | |||
| Latitude: 38.520813 | Longitude: -98.784846 | Datum NAD 27 | |
| Latitude: 38.520824 | Longitude: -98.7852054 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.520813 | GPS Longitude: -98.784846 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 42 ft. | Elevation: ft. | |
| Static Water Level: 10.4 ft. | Est. Yield: 0 gpm. | |
| Comp. Date: 03-Nov-2021 | Well Use: Dewatering | |
| DWR Applic. #: 20210226 | Other ID: | |
| Driller Info | ||
| Driller: Clarke Well & Equipment, Inc. | License #: 185 | |
| 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?: No | ||
| Ground water encountered: 10.4 ft. | ||
| Bore hole diameter: 9 inches to 45 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 10 ft | |
| Casing height above land surface: 24 in
Casing Weight: 2.36 lbs/ft Wall thickness or gauge no.: .215 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 10 ft to 40 ft | |
| Gravel pack intervals | From: 8 ft to 45 ft | |
| Grout Info | ||
| Grout used: | From: 6 to 8 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | top soil | |
| From: 5 ft. to 26 ft. | clay, dark brown | |
| From: 26 ft. to 45 ft. | broken limestone with fine to medium sand and brown clay mix | |