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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T8S, R22E, Sec. 35, NE NE NE NE | County: Leavenworth | ||
| Directions: Parking lot between 120 S 7th St and 714 Delaware St, Leavenworth | |||
| Latitude: 39.31762 | Longitude: -94.91899 | Datum NAD 27 | |
| Latitude: 39.3176177 | Longitude: -94.9192286 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.31762 | GPS Longitude: -94.91899 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 20 ft. | Elevation: 790.4 ft. | |
| Static Water Level: 12.11 ft. | Est. Yield: gpm. | |
| Comp. Date: 23-Apr-2018 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: Larsen and Associates, Inc. | License #: 757 | |
| 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:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .2 ft. | asphalt | |
| From: .2 ft. to 2 ft. | fill material with limestone | |
| From: 2 ft. to 6 ft. | silty clay | |
| From: 6 ft. to 15.5 ft. | silt with some clay | |
| From: 15.5 ft. to 16 ft. | fine sand | |
| From: 16 ft. to 18 ft. | silt with some clay | |
| From: 18 ft. to 20 ft. | silty clay | |