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Specific Water Well Detail |
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| Location Info | |||
| Owner: Greens Cowboy Corner | Status: Constructed | ||
| Location: T13S, R2E, Sec. 9, SE SE SW | County: Dickinson | ||
| Directions: 1407 NW 3rd Abilene | |||
| Latitude: 38.9301106 | Longitude: -97.2148908 | Datum NAD 27 | |
| Latitude: 38.93011 | Longitude: -97.21519 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.93011 | GPS Longitude: -97.21519 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 20 ft. | Elevation: 1201.34 ft. | |
| Static Water Level: 19.37 ft. | Est. Yield: gpm. | |
| Comp. Date: 08-Dec-2009 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 14 | |
| Driller Info | ||
| Driller: Larsen and Associates, Inc. | License #: 757 | |
| 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. | concrete | |
| From: 1 ft. to 5 ft. | red brown silty clay, moderate plasticity | |
| From: 5 ft. to 9 ft. | red brown silty clay with fine to coarse sand, moderate plasticity | |
| From: 9 ft. to 14.5 ft. | red brown fine to coarse sand with fine gravel with trace clay | |
| From: 14.5 ft. to 15 ft. | limestone seam | |
| From: 15 ft. to 20 ft. | red brown fine to coarse sand with fine gravel with trace clay | |
| From: 20 ft. to ft. | limestone | |