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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bosselman Companies | Status: Constructed | ||
| Location: T13S, R3W, Sec. 36, NW SW SW | County: Saline | ||
| Directions: 1944 N 9th St, Salina (id 00341428) | |||
| Latitude: 38.8734979 | Longitude: -97.6108461 | Datum NAD 27 | |
| Latitude: 38.8735001 | Longitude: -97.6111584 | 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: 40 ft. | Elevation: 1224.99 ft. | |
| Static Water Level: 29.49 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Jan-2003 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| 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 .5 ft. | asphalt | |
| From: .5 ft. to 3 ft. | clay, gray brown | |
| From: 3 ft. to 9 ft. | clay, medium brown to gray | |
| From: 9 ft. to 15 ft. | silty clay, dark brown | |
| From: 15 ft. to 23 ft. | clayey silt, red brown | |
| From: 23 ft. to 29 ft. | clay, red brown to gray green | |
| From: 29 ft. to 31 ft. | clayey silt, red brown | |
| From: 31 ft. to 40 ft. | clayey silt, red brown | |