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Specific Water Well Detail |
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| Location Info | |||
| Owner: Stone, Bill | Status: Constructed | ||
| Location: T10S, R22E, Sec. 16, SE NW NW NE | County: Leavenworth | ||
| Directions: 16589 Fairmont Rd, Basehor | |||
| Latitude: 39.1849 | Longitude: -94.964558 | Datum NAD 27 | |
| Latitude: 39.1849018 | Longitude: -94.9647987 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.1849 | GPS Longitude: -94.964558 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 140 ft. | Elevation: 909 ft. | |
| Static Water Level: 30 ft. | Est. Yield: 35 gpm. | |
| Comp. Date: 03-Jun-2013 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Jesse Yoakum Well Drilling | License #: 595 | |
| 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: 90 ft. , 120 ft. , 130 ft. | ||
| Bore hole diameter: 10 inches to 140 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6.625 in. to 140 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 100 ft to 140 ft | |
| Gravel pack intervals | From: 30 ft to 140 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 30 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: E | Distance: 400 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 13 ft. | CLAY | |
| From: 13 ft. to 43 ft. | SHALE | |
| From: 43 ft. to 56 ft. | LIMESTONE | |
| From: 56 ft. to 90 ft. | SANDY SHALE | |
| From: 90 ft. to 140 ft. | SANDSTONE | |