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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mulligan, Chris | Status: Constructed | ||
| Location: T8S, R12E, Sec. 27, NE NE SE NW | County: Pottawatomie | ||
| Directions: 10960 Hwy 6, Emmett | |||
| Latitude: 39.3285496 | Longitude: -96.0628505 | Datum NAD 27 | |
| Latitude: 39.328547 | Longitude: -96.063126 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.328547 | GPS Longitude: -96.063126 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 50 ft. | Elevation: 1034 ft. | |
| Static Water Level: 10 ft. | Est. Yield: 3 gpm. | |
| Comp. Date: 29-Aug-2012 | 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: 15 ft. , 31 ft. | ||
| Bore hole diameter: 10 inches to 50 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 50 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 15 ft to 35 ft | |
| Gravel pack intervals | From: 12 ft to 50 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 12 ft | |
| Source of Possible Contamination | ||
| Source: Building | ||
| Direction from well: N | Distance: 50 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | Clay | |
| From: 5 ft. to 12 ft. | Sandy Clay | |
| From: 12 ft. to 15 ft. | Sandy Gravel | |
| From: 15 ft. to 31 ft. | Gravel | |
| From: 31 ft. to 37 ft. | Gray Shale | |
| From: 37 ft. to 41 ft. | Limestone | |
| From: 41 ft. to 50 ft. | Gray Shale | |