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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Maize | Status: Constructed | ||
| Location: T26S, R1W, Sec. 20, NW NE NW SW | County: Sedgwick | ||
| Directions: from S Longbranch Drive and Sweetwater St, 125 feet W | |||
| Latitude: 37.7729869 | Longitude: -97.4604722 | Datum NAD 27 | |
| Latitude: 37.773 | Longitude: -97.4608 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.773 | GPS Longitude: -97.4608 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1349 ft. | |
| Static Water Level: 10 ft. | Est. Yield: 300 gpm. | |
| Comp. Date: 18-Oct-2019 | Well Use: Dewatering | |
| DWR Applic. #: | Other ID: 3 | |
| 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: 11 ft. | ||
| Bore hole diameter: 11.5 inches to 40 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 8 in. to 40 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: 20 ft to 40 ft | |
| Gravel pack intervals | From: 20 ft to 40 ft | |
| Grout Info | ||
| Grout used: | From: 3 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: EAST | Distance: 100 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 10 ft. | clay | |
| From: 10 ft. to 11 ft. | fine sand | |
| From: 11 ft. to 16 ft. | medium sand | |
| From: 16 ft. to 40 ft. | gravel | |