|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Hinton, Adam | Status: Constructed | ||
| Location: T1S, R16E, Sec. 35, NE NE NW NE | County: Brown | ||
| Directions: 1167 290th Hiawatha Ks 66434 | |||
| Latitude: 39.9278958 | Longitude: -95.5875539 | Datum NAD 27 | |
| Latitude: 39.9279 | Longitude: -95.58782 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.9279 | GPS Longitude: -95.58782 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 991 ft. | |
| Static Water Level: 14 ft. | Est. Yield: 5 gpm. | |
| Comp. Date: 12-Jun-2013 | 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. | |
|
Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 20 ft. | ||
| Bore hole diameter: 10 inches to 80 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 80 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: 20 ft to 60 ft | |
| Gravel pack intervals | From: 20 ft to 80 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | Clay | |
| From: 6 ft. to 15 ft. | Sandy Clay | |
| From: 15 ft. to 43 ft. | Sand mixed with Clay | |
| From: 43 ft. to 47 ft. | Red Clay | |
| From: 47 ft. to 67 ft. | Gray Clay | |
| From: 67 ft. to 68 ft. | Limestone | |
| From: 68 ft. to 80 ft. | Gray shale | |