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Specific Water Well Detail |
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| Location Info | |||
| Owner: Engelland, Doug | Status: Constructed | ||
| Location: T21S, R7W, Sec. 14, C NE | County: Rice | ||
| Directions: from Sterling: 7.75 mi E, .75 mi N | |||
| Latitude: 38.228176 | Longitude: -98.0550365 | Datum NAD 27 | |
| Latitude: 38.2281864 | Longitude: -98.0553694 | 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: 41 ft. | Elevation: ft. | |
| Static Water Level: 6 ft. | Est. Yield: 800 gpm. | |
| Comp. Date: 09-Jul-1988 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Clarke Well and Equipment, Inc. | License #: 185 | |
| 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?: No
Water Well disinfected?: | ||
| Ground water encountered: 6 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 20 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: OTHER | |
| Screen-perforated intervals | From: 20 ft to 24 ft
From: 0 ft to 0 ft From: 24 ft to 40 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 0 to 8 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 14 ft. | top soil and clay, gray and brown | |
| From: 14 ft. to 40 ft. | sand and gravel, fine to medium to coarse | |