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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nowak Construction | Status: Constructed | ||
| Location: T26S, R1W, Sec. 27, NE SW SW NW | County: Sedgwick | ||
| Directions: Ridge Rd and 96 Hwy, Maize (four bores) | |||
| Latitude: 37.7608741 | Longitude: -97.4247835 | Datum NAD 27 | |
| Latitude: 37.760888 | Longitude: -97.425109 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.760888 | GPS Longitude: -97.425109 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 35 ft. | Elevation: 1337 ft. | |
| Static Water Level: 15 ft. | Est. Yield: 150 gpm. | |
| Comp. Date: 01-Dec-2020 | Well Use: Dewatering | |
| DWR Applic. #: 20200236 | Other ID: | |
| Driller Info | ||
| Driller: Peterson McNett Drilling, Inc. | License #: 897 | |
| 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: 15 ft. | ||
| Bore hole diameter: 20 inches to 35 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 10 in. to 15 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .413 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 15 ft to 35 ft | |
| Gravel pack intervals | From: 20 ft to 35 ft | |
| Grout Info | ||
| Grout used: | 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 2 ft. | sandy top soil | |
| From: 2 ft. to 20 ft. | fine sand with a small amount of fine gravel | |
| From: 20 ft. to 35 ft. | medium-coarse sand and gravel, clean | |