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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gourley, Brandon | Status: Constructed | ||
| Location: T26S, R1W, Sec. 21, NE NE SW SW | County: Sedgwick | ||
| Directions: 8412 W Coral St, Maize | |||
| Latitude: 37.7694317 | Longitude: -97.440987 | Datum NAD 27 | |
| Latitude: 37.7694446 | Longitude: -97.4413123 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.7694446 | GPS Longitude: -97.4413123 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 125 ft. | Elevation: 1342 ft. | |
| Static Water Level: 24 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 21-Jun-2016 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Chase Drilling | License #: 611 | |
| 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: 24 ft. | ||
| Bore hole diameter: 12 inches to 125 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 125 ft | |
| Casing height above land surface: 16 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 85 ft to 125 ft | |
| Gravel pack intervals | From: 24 ft to 125 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 4 to 24 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: NORTH | Distance: 32 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 24 ft. | clay | |
| From: 24 ft. to 50 ft. | sandy clay | |
| From: 50 ft. to 71 ft. | fine sand | |
| From: 71 ft. to 95 ft. | medium sand | |
| From: 95 ft. to 125 ft. | coarse sand | |