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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hampton, Mike | Status: Constructed | ||
| Location: T10S, R22E, Sec. 23, NE SW SW SW | County: Leavenworth | ||
| Directions: 15496 Donahoo Rd, Basehor | |||
| Latitude: 39.1588652 | Longitude: -94.9362822 | Datum NAD 27 | |
| Latitude: 39.158869 | Longitude: -94.936526 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.158869 | GPS Longitude: -94.936526 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 113 ft. | Elevation: 962 ft. | |
| Static Water Level: 51 ft. | Est. Yield: 40 gpm. | |
| Comp. Date: 30-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: 59 ft. | ||
| Bore hole diameter: 10 inches to 113 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 113 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: 73 ft to 113 ft | |
| Gravel pack intervals | From: 23 ft to 113 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 23 ft | |
| Source of Possible Contamination | ||
| Source: Garage | ||
| Direction from well: E | Distance: 150 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 19 ft. | sandy clay, tan | |
| From: 19 ft. to 47 ft. | clay, gray, with cobbles | |
| From: 47 ft. to 53 ft. | sandstone | |
| From: 53 ft. to 59 ft. | shale, gray | |
| From: 59 ft. to 111 ft. | sandstone | |
| From: 111 ft. to 113 ft. | limestone | |