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Specific Water Well Detail |
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| Location Info | |||
| Owner: USACE | Status: Constructed | ||
| Location: T11S, R2W, Sec. 16, NW SW NE | County: Ottawa | ||
| Directions: former Atlas Missile site Schilling S-1, Justice Rd and N 210th Rd | |||
| Latitude: 39.0994062 | Longitude: -97.5463711 | Datum NAD 27 | |
| Latitude: 39.0994053 | Longitude: -97.5466808 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.0994053 | GPS Longitude: -97.5466808 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 67.8 ft. | Elevation: 1365.5 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 31-Jul-2023 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 14S | |
| Driller Info | ||
| Driller: USACE | License #: | |
| 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: 57.2 ft. | ||
| Bore hole diameter: 8 inches to 73.6 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 47.8 ft | |
| Casing height above land surface: 32.4 in
Casing Weight: lbs/ft Wall thickness or gauge no.: Sched 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 47.8 ft to 67.8 ft | |
| Gravel pack intervals | From: 42.3 ft to 73.6 ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 0 to 38.2 ft | |
| Source of Possible Contamination | ||
| Source: Missile Silo | ||
| Direction from well: East | Distance: 600 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 46 ft. | sand | |
| From: 46 ft. to 46.2 ft. | lean clay with sand | |
| From: 46.2 ft. to 66 ft. | sand | |
| From: 66 ft. to 68 ft. | clayey sand | |
| From: 68 ft. to 73.6 ft. | sand | |