Specific Water Well Detail | ||
Location Info | |||
Owner: Prairie Construction, LLC | Status: Constructed | ||
Location: T27S, R3E, Sec. 6, NW SW SE NW | County: Butler | ||
Directions: 2541 N Pebble Court, Andover | |||
Latitude: 37.7318928 | Longitude: -97.1481491 | Datum NAD 27 | |
Latitude: 37.73191 | Longitude: -97.14847 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.73191 | GPS Longitude: -97.14847 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 90 ft. | Elevation: ft. | |
Static Water Level: 59 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 19-Oct-2021 | Well Use: Domestic, Lawn and Garden | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Weninger Drilling, LLC | License #: 884 |
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: 10.5 inches to 90 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 90 ft | |
Casing height above land surface: 16 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: 32 ft to 92 ft | |
Gravel pack intervals | From: 22 ft to 90 ft |
Grout Info | ||
Grout used: | From: 3 to 22 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: East | Distance: 50 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | top soil | |
From: 2 ft. to 10 ft. | clay | |
From: 10 ft. to 28 ft. | green clay and shale | |
From: 28 ft. to 32 ft. | gray clay and shale | |
From: 32 ft. to 65 ft. | green clay and shale | |
From: 65 ft. to 75 ft. | green shale | |
From: 75 ft. to 92 ft. | gray-blue shale |