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Specific Water Well Detail |
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| Location Info | |||
| Owner: Collins, Larry | Status: Constructed | ||
| Location: T18S, R18W, Sec. 21, SW SW SW | County: Rush | ||
| Directions: from Rush Center: .25 mi W | |||
| Latitude: 38.4668216 | Longitude: -99.3256946 | Datum NAD 27 | |
| Latitude: 38.4668352 | Longitude: -99.3260782 | 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: 70 ft. | Elevation: ft. | |
| Static Water Level: 29 ft. | Est. Yield: 425 gpm. | |
| Comp. Date: 19-Jun-2012 | Well Use: Irrigation | |
| DWR Applic. #: 15,461 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Rosencrantz-Bemis Enterprises, Inc. | License #: 134 | |
| 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 4 ft. | topsoil | |
| From: 4 ft. to 21 ft. | tan clay | |
| From: 21 ft. to 33 ft. | hard gray clay | |
| From: 33 ft. to 41 ft. | sand and gravel, small with large broken and flat rock | |
| From: 41 ft. to 47 ft. | blue/gray clay | |
| From: 47 ft. to 67 ft. | sand and gravel, small with large broken and flat rock | |
| From: 67 ft. to 70 ft. | light gray shale | |