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Specific Water Well Detail |
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| Location Info | |||
| Owner: Schrag, Allen | Status: Constructed | ||
| Location: T22S, R1W, Sec. 22, NW SW SE SW | County: Harvey | ||
| Directions: 5616 NW 60th St, Halstead | |||
| Latitude: 38.1166769 | Longitude: -97.4218129 | Datum NAD 27 | |
| Latitude: 38.11669 | Longitude: -97.42213 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.11669 | GPS Longitude: -97.42213 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 64 ft. | Elevation: 1460 ft. | |
| Static Water Level: 23 ft. | Est. Yield: 35 gpm. | |
| Comp. Date: 06-Mar-2012 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Miller Drilling | License #: 447 | |
| 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: 35 ft. , 50 ft. , 55 ft. | ||
| Pump test data: Well water was 29 ft after .5 hours pumping 25 gpm | ||
| Bore hole diameter: 9 inches to 43 ft and 6 inches to 64 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 45 ft | |
| Casing height above land surface: 15 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 32 ft to 43 ft | |
| Gravel pack intervals | From: 23 ft to 43 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 23 ft | |
| Source of Possible Contamination | ||
| Source: Sewage lagoon | ||
| Direction from well: E | Distance: 800 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 25 ft. | Br Clay | |
| From: 25 ft. to 31 ft. | F Sand and Gr Clay mix | |
| From: 31 ft. to 35 ft. | Br Clay | |
| From: 35 ft. to 40 ft. | Sand and Gravel | |
| From: 40 ft. to 64 ft. | Shale | |