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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Leavenworth | Status: Constructed | ||
| Location: T9S, R23E, Sec. 30, SW SE SE SW | County: Leavenworth | ||
| Directions: 0 Gilman Rd, Leavenworth | |||
| Latitude: 39.2307156 | Longitude: -94.892998 | Datum NAD 27 | |
| Latitude: 39.230719 | Longitude: -94.893241 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.230719 | GPS Longitude: -94.893241 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 516 ft. | Elevation: 822 ft. | |
| Static Water Level: 2.8 ft. | Est. Yield: gpm. | |
| Comp. Date: 02-May-2016 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW-2 | |
| Driller Info | ||
| Driller: Environmental Works, Inc. | License #: 753 | |
| 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: 3 ft. | ||
| Bore hole diameter: 8 inches to 11 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 0 ft
Diam: 2 in. to 3 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 3 ft to 11 ft | |
| Gravel pack intervals | From: 2 ft to 11 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 2 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: EAST | Distance: 500 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil and fill | |
| From: 2 ft. to 11 ft. | silty clay, limestone | |