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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lindsay, Steve | Status: Constructed | ||
| Location: T10S, R22E, Sec. 17, SE SW NE SE | County: Leavenworth | ||
| Directions: 22267 171th Str, Basehor | |||
| Latitude: 39.1764884 | Longitude: -94.9776629 | Datum NAD 27 | |
| Latitude: 39.176493 | Longitude: -94.977909 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.176493 | GPS Longitude: -94.977909 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 130 ft. | Elevation: 899 ft. | |
| Static Water Level: 45 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 27-Jan-2017 | 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: 96 ft. | ||
| Bore hole diameter: 10 inches to 130 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 130 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 90 ft to 130 ft | |
| Gravel pack intervals | From: 23 ft to 130 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 23 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 8 ft. | brown clay | |
| From: 8 ft. to 30 ft. | clay with gravel | |
| From: 30 ft. to 56 ft. | sand, large, with pea-size gravel | |
| From: 56 ft. to 74 ft. | gray sandstone | |
| From: 74 ft. to 80 ft. | sandstone, gray shaley | |
| From: 80 ft. to 96 ft. | shale, gray | |
| From: 96 ft. to 130 ft. | sandstone, gray | |