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Specific Water Well Detail |
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| Location Info | |||
| Owner: Jueneman, Steve | Status: Constructed | ||
| Location: T2S, R3E, Sec. 24, SW SW SW NW | County: Washington | ||
| Directions: from Washington and Hwy 36, 3.8 mi N on East side Quivira Rd | |||
| Latitude: 39.8649857 | Longitude: -97.0481199 | Datum NAD 27 | |
| Latitude: 39.864991 | Longitude: -97.048428 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.864991 | GPS Longitude: -97.048428 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 105 ft. | Elevation: 1391 ft. | |
| Static Water Level: 60 ft. | Est. Yield: 100 gpm. | |
| Comp. Date: 26-Jan-2015 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 65 ft. | ||
| Bore hole diameter: 10 inches to 105 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 105 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 60 ft to 100 ft | |
| Gravel pack intervals | From: 35 ft to 105 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 35 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: N | Distance: 75 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 15 ft. | loose sand/gravel | |
| From: 15 ft. to 21 ft. | clay | |
| From: 21 ft. to 95 ft. | sandstone | |
| From: 95 ft. to 101 ft. | clay, gray | |
| From: 101 ft. to 105 ft. | shale, gray | |