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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kreikmeier, Robert | Status: Constructed | ||
| Location: T10S, R22E, Sec. 23, NE NW SE SW | County: Leavenworth | ||
| Directions: 15162 Donahoo Rd, Basehor | |||
| Latitude: 39.1609294 | Longitude: -94.9314171 | Datum NAD 27 | |
| Latitude: 39.160933 | Longitude: -94.931663 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.160933 | GPS Longitude: -94.931663 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 125 ft. | Elevation: 983 ft. | |
| Static Water Level: 61 ft. | Est. Yield: 40 gpm. | |
| Comp. Date: 29-Jul-2019 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 72 ft. | ||
| Bore hole diameter: 10 inches to 125 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 125 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: 85 ft to 125 ft | |
| Gravel pack intervals | From: 23 ft to 125 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 23 ft | |
| Source of Possible Contamination | ||
| Source: House | ||
| Direction from well: N | Distance: 100 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | clay, brown | |
| From: 5 ft. to 40 ft. | sandy clay, tan | |
| From: 40 ft. to 72 ft. | clay, gray, with cobbles | |
| From: 72 ft. to 74 ft. | weathered limestone | |
| From: 74 ft. to 123 ft. | sandstone | |
| From: 123 ft. to 125 ft. | limestone | |