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Specific Water Well Detail |
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| Location Info | |||
| Owner: Martin, Dean | Status: Constructed | ||
| Location: T12S, R5W, Sec. 36, NE NW SW SW | County: Ottawa | ||
| Directions: 265 N. 60th Rd., Tescott | |||
| Latitude: 38.9617356 | Longitude: -97.8333569 | Datum NAD 27 | |
| Latitude: 38.96174 | Longitude: -97.83368 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.96174 | GPS Longitude: -97.83368 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 160 ft. | Elevation: 1292 ft. | |
| Static Water Level: 30 ft. | Est. Yield: 2 gpm. | |
| Comp. Date: 20-Mar-2013 | Well Use: Domestic | |
| 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: 23 ft. | ||
| Bore hole diameter: 10 inches to 160 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 160 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR32 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 20 ft to 40 ft | |
| Gravel pack intervals | From: 40 ft to 70 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | Topsoil | |
| From: 1 ft. to 20 ft. | Clay | |
| From: 20 ft. to 23 ft. | Sandstone | |
| From: 23 ft. to 55 ft. | Gray Clay | |
| From: 55 ft. to 67 ft. | Sandy Gray Shale | |
| From: 67 ft. to 75 ft. | Tan Shale | |
| From: 75 ft. to 135 ft. | Sandy Gray Shale | |
| From: 135 ft. to 160 ft. | Red Shale | |