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Specific Water Well Detail |
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Location Info | |||
Owner: Gansel, Richard | Status: Constructed | ||
Location: T8S, R22W, Sec. 18, NE NW NW | County: Graham | ||
Directions: From stop light in Hill City, 1.25 mi E on Hwy 24, 150 ft south | |||
Latitude: 39.3638226 | Longitude: -99.8235153 | Datum NAD 27 | |
Latitude: 39.3638286 | Longitude: -99.8239129 | 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: 90 ft. | Elevation: ft. | |
Static Water Level: 51 ft. | Est. Yield: 30 gpm. | |
Comp. Date: 01-Jun-1986 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Andy Anderson Drilling | License #: 444 |
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. |
Chemical Sample Submitted?: No
Water Well disinfected?: | ||
Ground water encountered: 51 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 52 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 50 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: 50 ft to 90 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: 0 to 0 ft
From: 0 to 0 ft From: 16 to 50 ft |
Source of Possible Contamination | ||
Source: Lateral lines | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 18 ft. | topsoil | |
From: 18 ft. to 46 ft. | hard clay and [un-readable] | |
From: 46 ft. to 66 ft. | fine sand and clays | |
From: 66 ft. to 90 ft. | sand and coarse |