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Specific Water Well Detail |
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| Location Info | |||
| Owner: Leavenworth Co. RWD 9 | Status: Constructed | ||
| Location: T11S, R21E, Sec. 2, SW NW NW NE | County: Leavenworth | ||
| Directions: from Parallel Rd and 199th St, 1550 feet W on Parallel Rd, 500 feet S in pasture | |||
| Latitude: 39.1273426 | Longitude: -95.0462215 | Datum NAD 27 | |
| Latitude: 39.127345 | Longitude: -95.046469 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.127345 | GPS Longitude: -95.046469 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 122 ft. | Elevation: ft. | |
| Static Water Level: 80 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Dec-2021 | Well Use: Test Hole, Cased | |
| DWR Applic. #: | Other ID: TW 1-21 | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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?: Yes
Date Sample Submitted?: 09-15-2021 Water Well disinfected?: Yes | ||
| Ground water encountered: 83 ft. | ||
| Bore hole diameter: 10 inches to 122 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Clamped |
Diam: 5 in. to 122 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 92 ft to 122 ft | |
| Gravel pack intervals | From: 30 ft to 122 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 30 ft | |
| Source of Possible Contamination | ||
| Source: N/A | ||
| Direction from well: N/A | Distance: 0 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | clay, brown | |
| From: 6 ft. to 26 ft. | sandstone, yellow | |
| From: 26 ft. to 83 ft. | sandstone, gray | |
| From: 83 ft. to 122 ft. | coarse sandstone, gray, limestone | |