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Specific Water Well Detail |
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| Location Info | |||
| Owner: Carlson, Gary | Status: Constructed | ||
| Location: T8S, R3E, Sec. 19, NW NE NE NE | County: Clay | ||
| Directions: 1394 16th Rd, Clay Center | |||
| Latitude: 39.35078 | Longitude: -97.1298498 | Datum NAD 27 | |
| Latitude: 39.350777 | Longitude: -97.13015 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.350777 | GPS Longitude: -97.13015 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 118 ft. | Elevation: 1237 ft. | |
| Static Water Level: 71 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 28-Oct-2014 | Well Use: Domestic, Lawn and Garden | |
| 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: 91 ft. | ||
| Bore hole diameter: 10 inches to 118 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 118 ft | |
| Casing height above land surface: 20 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 60 ft to 100 ft | |
| Gravel pack intervals | From: 35 ft to 118 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 35 ft | |
| Source of Possible Contamination | ||
| Source: Lateral lines | ||
| Direction from well: E | Distance: 600 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 20 ft. | CLAY, BROWN | |
| From: 20 ft. to 40 ft. | SANDY CLAY | |
| From: 40 ft. to 91 ft. | SHALE, TAN TO RED | |
| From: 91 ft. to 100 ft. | SANDSTONE | |
| From: 100 ft. to 118 ft. | SHALE, GRAY | |