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Specific Water Well Detail |
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| Location Info | |||
| Owner: Icon Structures Inc. | Status: Constructed | ||
| Location: T9S, R7E, Sec. 25, SW NW NE | County: Riley | ||
| Directions: 4761 Tuttle Creek Blvd, Manhattan | |||
| Latitude: 39.2455008 | Longitude: -96.5977025 | Datum NAD 27 | |
| Latitude: 39.245498 | Longitude: -96.597987 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.245498 | GPS Longitude: -96.597987 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 100 ft. | Elevation: 1053 ft. | |
| Static Water Level: 31 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 08-Sep-2023 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Flint Hills Drlg #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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 6 in. to 60 ft | |
| Casing height above land surface: 432 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 60 ft to 100 ft | |
| Gravel pack intervals | From: 27 ft to 100 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 27 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 27 ft. | clay | |
| From: 27 ft. to 56 ft. | limestone, completely weathered | |
| From: 56 ft. to 65 ft. | shale, unweathered, gray | |
| From: 65 ft. to 68 ft. | shale, unweathered, black | |
| From: 68 ft. to 100 ft. | shale, unweathered, gray | |