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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE-BER | Status: Constructed | ||
| Location: T13S, R2E, Sec. 16, NE SE SW | County: Dickinson | ||
| Directions: 400 N Buckeye, Abilene | |||
| Latitude: 38.9179575 | Longitude: -97.2148804 | Datum NAD 27 | |
| Latitude: 38.9179569 | Longitude: -97.2151788 | 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: 35 ft. | Elevation: 1155.11 ft. | |
| Static Water Level: 29.76 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Sep-2006 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 21 | |
| 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 .5 ft. | concrete | |
| From: .5 ft. to 5 ft. | clay with fine and trace fine sand, dark brown, moist | |
| From: 5 ft. to 10 ft. | clay with fine and trace fine sand, dark brown, moist | |
| From: 10 ft. to 17 ft. | clay with silt and fine sand, brown, very moist | |
| From: 17 ft. to 22 ft. | very fine to fine sand, orange brown, wet | |