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Specific Water Well Detail |
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| Location Info | |||
| Owner: Irvin, John H. | Status: Constructed | ||
| Location: T16S, R21W, Sec. 29, S2 NE NW | County: Ness | ||
| Directions: from Brownell, 3.5 mi E | |||
| Latitude: 38.6375677 | Longitude: -99.6716107 | Datum NAD 27 | |
| Latitude: 38.6375815 | Longitude: -99.6720045 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: ft. | |
| Static Water Level: 17 ft. | Est. Yield: 16 gpm. | |
| Comp. Date: 18-Mar-1992 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: John E. Luea Water Well Drilling | License #: 276 | |
| 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?: | ||
| Ground water encountered: 16 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 10 ft after 1 hours pumping 16 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 6 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: 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: 20 ft to 40 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 4 to 16 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 5 ft. | topsoil | |
| From: 5 ft. to 16 ft. | sandy brown clay | |
| From: 16 ft. to 35 ft. | medium to fine gray and red sand | |
| From: 35 ft. to 40 ft. | shale | |