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Specific Water Well Detail |
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| Location Info | |||
| Owner: SCS Aquaterra | Status: Constructed | ||
| Location: T27S, R1W, Sec. 28, NW NW NW NE | County: Sedgwick | ||
| Directions: 74 feet South on S Woodchuck from intersection with W Maple St. and East into, between street and parking lot | |||
| Latitude: 37.6792025 | Longitude: -97.4345892 | Datum NAD 27 | |
| Latitude: 37.679219 | Longitude: -97.434917 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.679219 | GPS Longitude: -97.434917 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 150 ft. | Elevation: 1336 ft. | |
| Static Water Level: 50 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Sep-2014 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: Woodchuck 1D | |
| Driller Info | ||
| Driller: Pratt Well Service | License #: 665 | |
| 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?: No | ||
| Ground water encountered: 50 ft. | ||
| Bore hole diameter: 11 inches to 165 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 4 in. to 120 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 120 ft to 150 ft | |
| Gravel pack intervals | From: 109 ft to 120 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 109 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | Topsoil | |
| From: 5 ft. to 40 ft. | Clay | |
| From: 40 ft. to 75 ft. | Sand/Gravel | |
| From: 75 ft. to 115 ft. | Clay/Gravel | |
| From: 115 ft. to 120 ft. | Clay | |
| From: 120 ft. to 165 ft. | Shale | |