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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hallman, Clay | Status: Constructed | ||
| Location: T8S, R5E, Sec. 36, SE SE NW SW | County: Riley | ||
| Directions: from N Main St and Hwy 24, Riley, 0.5 mi NE | |||
| Latitude: 39.3101123 | Longitude: -96.8261204 | Datum NAD 27 | |
| Latitude: 39.310111 | Longitude: -96.826412 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.310111 | GPS Longitude: -96.826412 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 120 ft. | Elevation: ft. | |
| Static Water Level: 37 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 13-Jan-2022 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Flint Hills Drilling #914 | License #: 914 | |
| 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: 53 ft. | ||
| Bore hole diameter: 10 inches to 120 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Welded |
Diam: 6 in. to 120 ft | |
| Casing height above land surface: 36 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: 60 ft to 100 ft | |
| Gravel pack intervals | From: 20 ft to 50 ft
From: 53 ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft
From: 53 to 120 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 11 ft. | fractured limestone | |
| From: 11 ft. to 44 ft. | tan shale | |
| From: 44 ft. to 48 ft. | red shale | |
| From: 48 ft. to 53 ft. | tan shale | |
| From: 53 ft. to 87 ft. | weathered limestone and gray shale | |
| From: 87 ft. to 120 ft. | gray shale | |