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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE BER | Status: Constructed | ||
| Location: T10S, R10E, Sec. 4, SW SW SE SE | County: Pottawatomie | ||
| Directions: Between driveways of 605 Locust St and 400 6th St, Wamego | |||
| Latitude: 39.2037626 | Longitude: -96.2994016 | Datum NAD 27 | |
| Latitude: 39.20376 | Longitude: -96.29968 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.20376 | GPS Longitude: -96.29968 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 984.43 ft. | |
| Static Water Level: 24.38 ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Sep-2019 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1S | |
| 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 40 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 30 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: 30 ft to 40 ft | |
| Gravel pack intervals | From: 28 ft to 40 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 28 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: West | Distance: 150 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .3 ft. | grass, roots | |
| From: .3 ft. to 8 ft. | lean clay, dark brown | |
| From: 8 ft. to 24 ft. | silty clay, light brown to gray | |
| From: 24 ft. to 40 ft. | coarse sand, gray, poorly sorted | |