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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T16S, R3E, Sec. 2, SW NW NW NW | County: Dickinson | ||
| Directions: 501 N Main St, Hope | |||
| Latitude: 38.6947725 | Longitude: -97.0772911 | Datum NAD 27 | |
| Latitude: 38.69478 | Longitude: -97.07759 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.69478 | GPS Longitude: -97.07759 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1378.57 ft. | |
| Static Water Level: 23.82 ft. | Est. Yield: gpm. | |
| Comp. Date: 13-Feb-2017 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| 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: 31 ft. | ||
| Bore hole diameter: 8 inches to 40 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 25 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: 25 ft to 40 ft | |
| Gravel pack intervals | From: 22 ft to 40 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 22 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: East | Distance: 10 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | concrete/gravel | |
| From: 1 ft. to 9 ft. | silty lean clay, gray to brown | |
| From: 9 ft. to 13 ft. | fat clay, brown | |
| From: 13 ft. to 25 ft. | lean clay, gray to yellow | |
| From: 25 ft. to 30 ft. | weathered shale | |
| From: 30 ft. to 40 ft. | lean clay, with sand and gravel, yellow brown | |