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Specific Water Well Detail |
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| Location Info | |||
| Owner: Chisholm Creek Utility Authority | Status: Constructed | ||
| Location: T26S, R1E, Sec. 29, NE SE NW NE | County: Sedgwick | ||
| Directions: From the intersection of W 43rd St N and N. Fairview, 400 ft N and 730 ft W | |||
| Latitude: 37.7644525 | Longitude: -97.3407435 | Datum NAD 27 | |
| Latitude: 37.764465 | Longitude: -97.341067 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.764465 | GPS Longitude: -97.341067 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40.5 ft. | Elevation: 1320 ft. | |
| Static Water Level: 13.8 ft. | Est. Yield: gpm. | |
| Comp. Date: 16-Jun-2014 | Well Use: Test Hole, Cased | |
| DWR Applic. #: | Other ID: CCUA TW 01-13 | |
| Driller Info | ||
| Driller: Layne Christensen Co. | License #: 102 | |
| 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: 13.8 ft. | ||
| Pump test data: Well water was 24.9 ft after 48 hours pumping 128 gpm | ||
| Bore hole diameter: 15 inches to 41 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 8 in. to 20.5 ft | |
| Casing height above land surface: 36 in
Casing Weight: lbs/ft Wall thickness or gauge no.: Sch 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 20.5 ft to 40.5 ft | |
| Gravel pack intervals | From: 20 ft to 40.5 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | Top Soil | |
| From: 3 ft. to 7 ft. | Tan Clay | |
| From: 7 ft. to 42 ft. | Fine to Coarse Sand | |
| From: 42 ft. to 52 ft. | Gray Shale | |