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Specific Water Well Detail |
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| Location Info | |||
| Owner: HKF Development LLC | Status: Constructed | ||
| Location: T31S, R9W, Sec. 8, NW SW NW NW | County: Harper | ||
| Directions: from NW 150 Rd and NW 160th Ave in Harper County, 0.1 mi S on NW 160th Ave | |||
| Latitude: 37.3673792 | Longitude: -98.3307636 | Datum NAD 27 | |
| Latitude: 37.3674 | Longitude: -98.331117 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.3674 | GPS Longitude: -98.331117 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 90 ft. | Elevation: 1741 ft. | |
| Static Water Level: 68 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 13-Mar-2013 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Pratt Well Service | License #: 665 | |
| 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: 68 ft. | ||
| Bore hole diameter: 12 inches to 90 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Clamped |
Diam: 5 in. to 70 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 70 ft to 90 ft | |
| Gravel pack intervals | From: 30 ft to 90 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 30 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 90 ft. | Sand and Gravel/Clay Streaks | |