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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T22S, R14E, Sec. 28, SW SW SW | County: Coffey | ||
| Directions: 627 Main St, Gridley | |||
| Latitude: 38.0987876 | Longitude: -95.8843873 | Datum NAD 27 | |
| Latitude: 38.0988127 | Longitude: -95.884654 | 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: 20.05 ft. | Elevation: 1141.21 ft. | |
| Static Water Level: 9.18 ft. | Est. Yield: gpm. | |
| Comp. Date: 04-Sep-2013 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 3 | |
| 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. | brown silty clay with gravel | |
| From: 5 ft. to 20.7 ft. | brown silty clay | |
| From: 20.7 ft. to ft. | limestone bedrock | |