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Specific Water Well Detail |
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| Location Info | |||
| Owner: Crosson, Tyler | Status: Constructed | ||
| Location: T10S, R3W, Sec. 5, SW NE SE | County: Ottawa | ||
| Directions: 1749 US Hwy 81, Minneapolis | |||
| Latitude: 39.2098494 | Longitude: -97.6723855 | Datum NAD 27 | |
| Latitude: 39.20985 | Longitude: -97.6727 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.20985 | GPS Longitude: -97.6727 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 199 ft. | Elevation: 1336 ft. | |
| Static Water Level: 60 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 29-Aug-2022 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Williams Drilling #966 | License #: 966 | |
| 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: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 139 ft | |
| Casing height above land surface: 216 in
Casing Weight: 2.893 lbs/ft Wall thickness or gauge no.: .265 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 139 ft to 199 ft | |
| Gravel pack intervals | From: 30 ft to 199 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 10 to 30 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 9 ft. | clay | |
| From: 9 ft. to 15 ft. | clay, gray | |
| From: 15 ft. to 104 ft. | sandstone | |
| From: 104 ft. to 153 ft. | clay, gray | |
| From: 153 ft. to 180 ft. | sandstone | |
| From: 180 ft. to 185 ft. | coarse sand | |
| From: 185 ft. to 193 ft. | clay, gray | |
| From: 193 ft. to 200 ft. | shale | |