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Specific Water Well Detail |
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| Location Info | |||
| Owner: Jeremy Spexarth Construction | Status: Constructed | ||
| Location: T27S, R2W, Sec. 5, NE NW NE SE | County: Sedgwick | ||
| Directions: 2547 N 183rd Ct W, Colwich | |||
| Latitude: 37.7284569 | Longitude: -97.5557929 | Datum NAD 27 | |
| Latitude: 37.72847 | Longitude: -97.55612 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.72847 | GPS Longitude: -97.55612 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 120 ft. | Elevation: ft. | |
| Static Water Level: 60 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 27-Sep-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. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 58 ft. | ||
| Bore hole diameter: 10.5 inches to 120 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 120 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: 80 ft to 120 ft | |
| Gravel pack intervals | From: 22 ft to 120 ft | |
| Grout Info | ||
| Grout used: | From: 3 to 22 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: East | Distance: 51 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 20 ft. | clay | |
| From: 20 ft. to 85 ft. | clay and shale | |
| From: 85 ft. to 90 ft. | green clay and shale | |
| From: 90 ft. to 92 ft. | red shale | |
| From: 92 ft. to 100 ft. | gray shale | |
| From: 100 ft. to 120 ft. | blue-gray shale | |