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Specific Water Well Detail |
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| Location Info | |||
| Owner: Ezell Morgan Contruction | Status: Constructed | ||
| Location: T12S, R20E, Sec. 11, NW SE NW SW | County: Leavenworth | ||
| Directions: 2721 West 6th st., Lawrence | |||
| Latitude: 39.0194754 | Longitude: -95.1657984 | Datum NAD 27 | |
| Latitude: 39.019478 | Longitude: -95.166051 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.019478 | GPS Longitude: -95.166051 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 171 ft. | Elevation: 909 ft. | |
| Static Water Level: 80 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 02-Feb-2017 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Flint Hills Drilling | License #: 914 | |
| 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: 118 ft. | ||
| Bore hole diameter: 10 inches to 171 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 171 ft | |
| Casing height above land surface: 16 in
Casing Weight: lbs/ft Wall thickness or gauge no.: sdr.26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 138 ft to 171 ft | |
| Gravel pack intervals | From: 20 ft to 171 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: pond | ||
| Direction from well: south | Distance: 300 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 9 ft. | clay | |
| From: 9 ft. to 10 ft. | limestone | |
| From: 10 ft. to 18 ft. | brown clay | |
| From: 18 ft. to 20 ft. | gray clay | |
| From: 20 ft. to 25 ft. | gray shale | |
| From: 25 ft. to 171 ft. | sandstone | |