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Specific Water Well Detail |
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| Location Info | |||
| Owner: Milhon, Cecil W. | Status: Constructed | ||
| Location: T33S, R32W, Sec. 9, NW SE SW | County: Seward | ||
| Directions: from Liberal: N on Hwy 83 to River Bridge, 4 mi E, 3 mi S, .5 mi W into location | |||
| Latitude: 37.1874251 | Longitude: -100.808817 | Datum NAD 27 | |
| Latitude: 37.187447 | Longitude: -100.8092542 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 310 ft. | Elevation: ft. | |
| Static Water Level: 151 ft. | Est. Yield: 75 gpm. | |
| Comp. Date: 06-Feb-1986 | Well Use: Oil Field Water Supply | |
| DWR Applic. #: T 86-81 | Other ID: Milhon 1-9 | |
| Driller Info | ||
| Driller: Bernard E. Carlile Water Well Service, Inc. | License #: 118 | |
| 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?: | ||
| Ground water encountered: 159 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 205 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 180 ft to 280 ft
From: 0 ft to 0 ft From: 300 ft to 305 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Oil well/gas well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | surface | |
| From: 2 ft. to 51 ft. | sandy clay | |
| From: 51 ft. to 73 ft. | 50% gravel and 50% sandy clay | |
| From: 73 ft. to 124 ft. | 80% gravel and 20% sandy clay | |
| From: 124 ft. to 215 ft. | 15% clay and 85% med to large sand | |
| From: 215 ft. to 243 ft. | med to large sand | |
| From: 243 ft. to 283 ft. | fine sand | |
| From: 283 ft. to 297 ft. | clay with caliche | |
| From: 297 ft. to 310 ft. | clay | |