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Specific Water Well Detail |
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Location Info | |||
Owner: Slater, Max | Status: Constructed | ||
Location: T26S, R2W, Sec. 16, SW NE NW SE | County: Sedgwick | ||
Directions: 601 Brookside Ct, Colwich | |||
Latitude: 37.7848676 | Longitude: -97.5423928 | Datum NAD 27 | |
Latitude: 37.784881 | Longitude: -97.542718 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.784881 | GPS Longitude: -97.542718 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 65 ft. | Elevation: ft. | |
Static Water Level: 25 ft. | Est. Yield: gpm. | |
Comp. Date: 05-Oct-1992 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Jerome Weninger Drilling, Inc. | License #: 318 |
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: 25 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 58 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: 58 ft to 65 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Cement grout | From: 3 to 23 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 2 ft. | top soil | |
From: 2 ft. to 18 ft. | clay | |
From: 18 ft. to 26 ft. | medium sand | |
From: 26 ft. to 28 ft. | clay | |
From: 28 ft. to 40 ft. | medium sand | |
From: 40 ft. to 42 ft. | clay | |
From: 42 ft. to 65 ft. | medium sand |