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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rootring, Jeff | Status: Constructed | ||
| Location: T7S, R7E, Sec. 19, SW NW SW NE | County: Pottawatomie | ||
| Directions: 3 mi W Olsburg, N of Hwy 16 | |||
| Latitude: 39.4304446 | Longitude: -96.6900525 | Datum NAD 27 | |
| Latitude: 39.430444 | Longitude: -96.690343 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.430444 | GPS Longitude: -96.690343 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 142 ft. | Elevation: 1349 ft. | |
| Static Water Level: 78 ft. | Est. Yield: 4 gpm. | |
| Comp. Date: 06-Aug-2020 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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?: Yes | ||
| Ground water encountered: 106 ft. | ||
| Bore hole diameter: 10 inches to 142 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 142 ft | |
| Casing height above land surface: 40 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 102 ft to 142 ft | |
| Gravel pack intervals | From: 23 ft to 142 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 23 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: SE | Distance: 500 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | soil | |
| From: 3 ft. to 18 ft. | limestone, tan | |
| From: 18 ft. to 22 ft. | shale, tan yellow | |
| From: 22 ft. to 106 ft. | alternating layers limestone and shale | |
| From: 106 ft. to 115 ft. | limestone | |
| From: 115 ft. to 119 ft. | mudstone | |
| From: 119 ft. to 142 ft. | shale | |