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Specific Water Well Detail |
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| Location Info | |||
| Owner: Harris, Mark | Status: Constructed | ||
| Location: T11S, R15E, Sec. 8, NW NE SE NE | County: Shawnee | ||
| Directions: 3649 NW Leedy Rd Topeka | |||
| Latitude: 39.1120545 | Longitude: -95.7631241 | Datum NAD 27 | |
| Latitude: 39.112056 | Longitude: -95.763388 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.112056 | GPS Longitude: -95.763388 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 95 ft. | Elevation: 951 ft. | |
| Static Water Level: 37 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 14-Jun-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: 38 ft. | ||
| Bore hole diameter: 10 inches to 95 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 95 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: 35 ft to 55 ft | |
| Gravel pack intervals | From: 23 ft to 95 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 9 ft. | top soil and clay | |
| From: 9 ft. to 13 ft. | fine sand | |
| From: 13 ft. to 23 ft. | sandy clay | |
| From: 23 ft. to 35 ft. | fine sand | |
| From: 35 ft. to 54 ft. | poorly sorted sand with small gravel | |
| From: 54 ft. to 55 ft. | limestone | |
| From: 55 ft. to 95 ft. | gray shale | |