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Specific Water Well Detail |
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| Location Info | |||
| Owner: Newman, Daniel R. | Status: Constructed | ||
| Location: T11S, R3W, Sec. 5, NE NE SW | County: Ottawa | ||
| Directions: 135th Rd and Laramie Rd, SW corner | |||
| Latitude: 39.1239856 | Longitude: -97.6791498 | Datum NAD 27 | |
| Latitude: 39.1239856 | Longitude: -97.6794628 | 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: 100 ft. | Elevation: ft. | |
| Static Water Level: 57 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-Jul-2006 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Paul Pestinger Pump & Water Well Drlg., Inc. | License #: 388 | |
| 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 1 ft. | top soil, brown | |
| From: 1 ft. to 3 ft. | clay, brown, silty | |
| From: 3 ft. to 5 ft. | clay, light gray, firm | |
| From: 5 ft. to 6 ft. | ironstone, brown | |
| From: 6 ft. to 9 ft. | clay, light gray | |
| From: 9 ft. to 83 ft. | sandstone, tan, fine | |
| From: 83 ft. to 95 ft. | sandstone, brown, coarse | |
| From: 95 ft. to 100 ft. | clay, light gray | |