Specific Water Well Detail | ||
Location Info | |||
Owner: Lies-Bugner Construction, LLC | Status: Constructed | ||
Location: T26S, R3W, Sec. 19, SW SE NE NW | County: Sedgwick | ||
Directions: 30361 W 53rd Court N, Mount Hope | |||
Latitude: 37.7749664 | Longitude: -97.6910618 | Datum NAD 27 | |
Latitude: 37.77498 | Longitude: -97.69139 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.77498 | GPS Longitude: -97.69139 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 90 ft. | Elevation: ft. | |
Static Water Level: 30 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 07-Feb-2022 | Well Use: Domestic | |
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: 34 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: 30 ft to 60 ft | |
Gravel pack intervals | From: 23 ft to 90 ft |
Grout Info | ||
Grout used: | From: 3 to 23 ft |
Source of Possible Contamination | ||
Source: Septic Tank | ||
Direction from well: West | Distance: 95 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | top soil | |
From: 2 ft. to 8 ft. | clay | |
From: 8 ft. to 17 ft. | clay and fine sand | |
From: 17 ft. to 40 ft. | brown shale and clay | |
From: 40 ft. to 47 ft. | brown shale | |
From: 47 ft. to 55 ft. | brown-green shale | |
From: 55 ft. to 64 ft. | green shale | |
From: 64 ft. to 76 ft. | brown-green shale | |
From: 76 ft. to 82 ft. | green shale | |
From: 82 ft. to 90 ft. | brown shale |