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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bosselman Travel Centers, Inc. | Status: Constructed | ||
| Location: T13S, R3W, Sec. 36, NE SW SW | County: Saline | ||
| Directions: 1944 N 9th St, Salina (id 0049124) | |||
| Latitude: 38.8741578 | Longitude: -97.6091759 | Datum NAD 27 | |
| Latitude: 38.87416 | Longitude: -97.60949 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.87416 | GPS Longitude: -97.60949 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 33 ft. | Elevation: 1216.44 ft. | |
| Static Water Level: 24.11 ft. | Est. Yield: gpm. | |
| Comp. Date: 15-Jul-2013 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: BMW 4 | |
| Driller Info | ||
| Driller: Geotechnical Services, Inc. | License #: 531 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | asphalt | |
| From: 1 ft. to 2.5 ft. | no recovery | |
| From: 2.5 ft. to 5 ft. | silty clay, dark brown | |
| From: 5 ft. to 13.5 ft. | clayey silt, brown | |
| From: 13.5 ft. to 17.5 ft. | silty fine sand, brown | |
| From: 17.5 ft. to 22 ft. | clayey silt, brown | |
| From: 22 ft. to 22.5 ft. | fine sand, brown | |
| From: 22.5 ft. to 30 ft. | silty sand, dark gray to brown | |
| From: 30 ft. to 33 ft. | not logged | |