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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE BER | Status: Constructed | ||
| Location: T10S, R8E, Sec. 7, SE SE SE SE | County: Pottawatomie | ||
| Directions: 1017 Hostetler Dr, Manhattan | |||
| Latitude: 39.1903226 | Longitude: -96.5570594 | Datum NAD 27 | |
| Latitude: 39.19032 | Longitude: -96.55734 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.19032 | GPS Longitude: -96.55734 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 62.5 ft. | Elevation: 1007.47 ft. | |
| Static Water Level: 21.75 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Jan-2021 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 27D | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| 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?: No | ||
| Ground water encountered: 20 ft. | ||
| Bore hole diameter: 8.25 inches to 62.5 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 52.5 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 52.5 ft to 62.5 ft | |
| Gravel pack intervals | From: 51 ft to 62.5 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 51 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: East | Distance: 30 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 32.5 ft. | silty to sandy lean clay, dark brown | |
| From: 32.5 ft. to 62.5 ft. | poorly graded sand, brown, coarse to very coarse, with hard layer at 42 feet | |