Specific Water Well Detail | ||
Location Info | |||
Owner: Schellinger, Steve | Status: Constructed | ||
Location: T7S, R12W, Sec. 19, SE SE SE SE | County: Osborne | ||
Directions: from Hwy 281 and West 100th Drive, 100 ft W and 150 ft N | |||
Latitude: 39.424077 | Longitude: -98.6949978 | Datum NAD 27 | |
Latitude: 39.42409 | Longitude: -98.69535 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.42409 | GPS Longitude: -98.69535 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 80 ft. | Elevation: 1541 ft. | |
Static Water Level: 32 ft. | Est. Yield: 32 gpm. | |
Comp. Date: 25-Jun-2019 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Bushell Water Well Service | License #: 870 |
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?: Yes | ||
Ground water encountered: 60 ft. | ||
Bore hole diameter: 8.75 inches to 80 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 80 ft | |
Casing height above land surface: 33 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 160 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 60 ft to 80 ft | |
Gravel pack intervals | From: 58 ft to 80 ft
From: 23 ft to ft |
Grout Info | ||
Grout used: | From: 52 to 58 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 20 ft. | dirt | |
From: 20 ft. to 28 ft. | gray clay | |
From: 28 ft. to 38 ft. | gray shale | |
From: 38 ft. to 50 ft. | gray clay | |
From: 50 ft. to 55 ft. | sand rock | |
From: 55 ft. to 60 ft. | gray clay | |
From: 60 ft. to 70 ft. | sand | |
From: 70 ft. to 74 ft. | gray clay | |
From: 74 ft. to 78 ft. | sand rock | |
From: 78 ft. to 80 ft. | gray shale |