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Specific Water Well Detail |
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Location Info | |||
Owner: Wisby, L. | Status: Constructed | ||
Location: T11S, R4E, Sec. 15, NW SW SW | County: Dickinson | ||
Directions: from Upland, 2 mi E and 0.25 mi N | |||
Latitude: 39.0915958 | Longitude: -96.9800816 | Datum NAD 27 | |
Latitude: 39.0915932 | Longitude: -96.9803722 | 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: 113 ft. | Elevation: ft. | |
Static Water Level: 67 ft. | Est. Yield: 30 gpm. | |
Comp. Date: 27-Aug-1990 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Paul H. Backhus Drilling | License #: 180 |
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: 105 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 90 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: Saw cut | |
Screen-perforated intervals | From: 90 ft to 113 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Bentonite | From: 5 to 26 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Septic Tank | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 9 ft. | clay | |
From: 9 ft. to 52 ft. | hard limestone and mixed shale | |
From: 52 ft. to 81 ft. | red shale | |
From: 81 ft. to 102 ft. | gray rock | |
From: 102 ft. to 105 ft. | limestone | |
From: 105 ft. to 106 ft. | water | |
From: 106 ft. to 113 ft. | blue shale |