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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kloepper, Inc. | Status: Constructed | ||
| Location: T2S, R17E, Sec. 29, SE NE NE | County: Brown | ||
| Directions: 100 Oregon, Hiawatha (Tag 0042882) | |||
| Latitude: 39.8532418 | Longitude: -95.5280969 | Datum NAD 27 | |
| Latitude: 39.8532452 | Longitude: -95.5283568 | 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: 60 ft. | Elevation: 1127.21 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 21-Oct-2009 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 | |
| Driller Info | ||
| Driller: GeoCore Services Inc. | License #: 527 | |
| 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 17 ft. | Clay, silty, brown | |
| From: 17 ft. to 29 ft. | Clay, silty, stiff, light brown | |
| From: 29 ft. to 42 ft. | Clay, silty, slightly stiff, light brown to brown | |
| From: 42 ft. to 50 ft. | Clay, silty, very light brown | |
| From: 50 ft. to 60 ft. | Clay, slightly silty, stiff, light brown with red brown | |