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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Clay Center | Status: Constructed | ||
| Location: T8S, R3E, Sec. 8, NE SE SE | County: Clay | ||
| Directions: from S 15th St and Harriet St, 470 feet W and 500 feet S in field | |||
| Latitude: 39.3677786 | Longitude: -97.111014 | Datum NAD 27 | |
| Latitude: 39.367777 | Longitude: -97.111313 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.367777 | GPS Longitude: -97.111313 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 55 ft. | Elevation: 1193 ft. | |
| Static Water Level: 24 ft. | Est. Yield: 100 gpm. | |
| Comp. Date: 29-Aug-2024 | Well Use: Test hole/well | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. #990 | License #: 990 | |
| 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: 6 in. to 35 ft | |
| Casing height above land surface: 144 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: 35 ft to 55 ft | |
| Gravel pack intervals | From: 30 ft to 55 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 30 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 7 ft. | clay | |
| From: 7 ft. to 14 ft. | silty clay | |
| From: 14 ft. to 20 ft. | clay | |
| From: 20 ft. to 26 ft. | fine sand | |
| From: 26 ft. to 35 ft. | medium to coarse sand, dirty | |
| From: 35 ft. to 49 ft. | coarse sand with trace gravel, clean | |
| From: 49 ft. to 50 ft. | medium to coarse gravel | |
| From: 50 ft. to 55 ft. | shale, unweathered | |