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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nelson Engineering | Status: Constructed | ||
| Location: T14S, R17W, Sec. 7, NE SE SE NW | County: Ellis | ||
| Directions: 1946 Louie Rd, Hays | |||
| Latitude: 38.8505163 | Longitude: -99.2536162 | Datum NAD 27 | |
| Latitude: 38.850529 | Longitude: -99.253997 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.850529 | GPS Longitude: -99.253997 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 60 ft. | Elevation: 1997 ft. | |
| Static Water Level: 28 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 12-Dec-2014 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Karst Water Well Drilling & 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: 23 ft. | ||
| Pump test data: Well water was 40 ft after 1 hours pumping 30 gpm | ||
| Bore hole diameter: 10 inches to 60 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 60 ft | |
| Casing height above land surface: 36 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: 20 ft to 60 ft | |
| Gravel pack intervals | From: 20 ft to 60 ft | |
| Grout Info | ||
| Grout used: Bentonite | 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 15 ft. | Gumbo clay and Silt | |
| From: 15 ft. to 22 ft. | Clay | |
| From: 22 ft. to 33 ft. | Rock and Sand | |
| From: 33 ft. to 49 ft. | Sandy Clay and Sand | |
| From: 49 ft. to 60 ft. | Shale | |