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Specific Water Well Detail |
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| Location Info | |||
| Owner: Brooks, Brian | Status: Constructed | ||
| Location: T18S, R26W, Sec. 8, SW SW SW | County: Ness | ||
| Directions: | |||
| Latitude: 38.4953238 | Longitude: -100.227794 | Datum NAD 27 | |
| Latitude: 38.4953399 | Longitude: -100.2282049 | 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: 95 ft. | Elevation: ft. | |
| Static Water Level: 73 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Jun-1989 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Bartell Drilling & Machine Works | License #: 139 | |
| 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: 75 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: RMP(SR)
Casing Joints: |
Diam: 5 in. to 75 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: RMP (SR) | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 75 ft to 95 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 18 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | topsoil | |
| From: 1 ft. to 55 ft. | rock and clay strips | |
| From: 55 ft. to 66 ft. | sand and clay strips | |
| From: 66 ft. to 80 ft. | sand rock and sand strips | |
| From: 80 ft. to 95 ft. | shale | |