|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Kasselman, Kraig | Status: Constructed | ||
| Location: T7S, R7E, Sec. 24, SE SW SW NW | County: Pottawatomie | ||
| Directions: 4675 Hwy 16, Olsburg | |||
| Latitude: 39.4290058 | Longitude: -96.6054522 | Datum NAD 27 | |
| Latitude: 39.429004 | Longitude: -96.605742 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.429004 | GPS Longitude: -96.605742 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 250 ft. | Elevation: 1421 ft. | |
| Static Water Level: 64 ft. | Est. Yield: 5 gpm. | |
| Comp. Date: 28-Jul-2014 | Well Use: Geothermal, Closed Loop, Vertical | |
| 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?: No | ||
| Ground water encountered: 65 ft. | ||
| Bore hole diameter: 6 inches to 250 ft | ||
| Casing Info | ||
| Casing Type: HDPE
Casing Joints: Welded |
Diam: .75 in. to 250 ft | |
| Casing height above land surface: -48 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR11 | ||
| Screen and Perforation Info | ||
| Screen Type: None | Screen Openings: None | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 250 ft | |
| Source of Possible Contamination | ||
| Source: House | ||
| Direction from well: E | Distance: 10 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 38 ft. | clay | |
| From: 38 ft. to 102 ft. | shale | |
| From: 102 ft. to 109 ft. | limestone | |
| From: 109 ft. to 153 ft. | shale | |
| From: 153 ft. to 162 ft. | limestone | |
| From: 162 ft. to 207 ft. | shale | |
| From: 207 ft. to 213 ft. | limestone | |
| From: 213 ft. to 250 ft. | shale | |