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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koss Construction Co. | Status: Constructed | ||
| Location: T34S, R32W, Sec. 2, NE NW NW NE | County: Seward | ||
| Directions: Hwy 54 and Arkalon Park Rd | |||
| Latitude: 37.1253855 | Longitude: -100.7668016 | Datum NAD 27 | |
| Latitude: 37.12541 | Longitude: -100.76724 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.12541 | GPS Longitude: -100.76724 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 340 ft. | Elevation: ft. | |
| Static Water Level: 153 ft. | Est. Yield: 250 gpm. | |
| Comp. Date: 25-May-2021 | Well Use: Other (SUPPLY WELL) | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Southwest Windmill & Water Well Service, Inc. | License #: 805 | |
| 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: 153 ft. | ||
| Bore hole diameter: 11 inches to 340 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 340 ft | |
| Casing height above land surface: 30 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: 260 ft to 340 ft | |
| Gravel pack intervals | From: 25 ft to 340 ft | |
| Grout Info | ||
| Grout used: | From: 5 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 10 ft. | sandy clay | |
| From: 10 ft. to 29 ft. | gray clay | |
| From: 29 ft. to 270 ft. | medium to large sand with clay streaks | |
| From: 270 ft. to 310 ft. | large sand with clay layers | |
| From: 310 ft. to 340 ft. | tan clay with sand layers | |